3606_Gaston_MSWLF_CQAUnitIIPhase2Cells1&2_DIN27657_20170417

GASTON COUNTY LANDFILL
UNIT II PHASE 2 – CELLS 1 and 2

CERTIFICATION REPORT

FEBRUARY 2017
RESUBMITTED APRIL 2017

Prepared for:
Gaston County
P.O. Box 1578
Gastonia, NC 28053-1578

Prepared by:

Project Number
21420


Gaston County Landfill — Unit II, Phase 2 – Cells 1 and 2 Certification Report
Gaston County, North Carolina i April 2017
LIST OF APPENDICES

APPENDIX A — PARTY RESPONSIBILITIES TABLE
APPENDIX B — CERTIFICATION LETTER
APPENDIX C — SUBGRADE PREPARATION
Subgrade Soil Testing Results (Natural Moisture, Grain Size, Moisture-Density Curve)
Subgrade Field Density Testing
Subgrade As-Built Map
APPENDIX D — SOIL LINER
Soil Liner – Borrow Source Characterization Study
Soil Liner Test Pad Report
Soil Liner Testing Results
 Soil Classification
 Hydraulic Conductivity Test Results
Soil Liner Field Density Testing
Soil Liner Confirmatory Testing Results
Soil Liner As-Built Map
APPENDIX E — GEOMEMBRANE
Manufacturer Testing and Certification
 HDPE Certifications
 HDPE Warranties
Interface Friction Test Results
Installation Record
 Legend
 HDPE Panel Layout As-Built
 Panel Placement Log
 Seaming Log and Non-Destructive Testing
 Field Destructive Testing Results
 Laboratory Destructive Test Results
 Repair/Testing Log
 Subgrade Acceptance
 Confirmatory Destructive Test Results
APPENDIX F — GEOCOMPOSITE
Testing and Certification
 Geocomposite Roll Certifications
 Geocomposite Resin Certification
 Geocomposite Roll Test Results
 Transmissivity Test Results
APPENDIX G — PROTECTIVE COVER SOIL LAYER
Soils Classification and Testing
Hydraulic Conductivity Testing
Confirmatory Testing
As-Built Map

Gaston County Landfill — Unit II, Phase 2 – Cells 1 and 2 Certification Report
Gaston County, North Carolina ii April 2017
APPENDIX H — LEACHATE COLLECTION SYSTEM, PUMP STATION, AND FORCE MAIN
HDPE Leachate Collection Pipe
 Perforations
Stone
Geotextile
Leachate Collection System (LCS) Piping As-Built
Force Main - Dual Containment Pipe
Force Main Valves, Fittings and Appurtenances
Force Main As-Built
Pump Station Vault
Pumps
Valve Vault
Pump Station Inspection and Start-Up
APPENDIX I — FIELD INSPECTION REPORTS
Draper Aden Associates
CHA Consulting, Inc.

APPENDIX A
Party Responsibilities Table

Gaston County Landfill — Unit II, Phase 2 – Cells 1 and 2 Certification Report
Gaston County, North Carolina February 2017

The following table is a list of key parties involved during the construction of the Gaston County
Landfill Unit II, Phase 2 – Cells 1 and 2 and their respective roles:

Party Role
Gaston County Facility Owner and Operator.
HDR Engineering, Inc. and
CHA Consulting, Inc. (CHA)
Project design and project management team providing
oversight and coordination between all parties, clarification of
design and contract issues, technical support, review of shop
drawings, review of pay requests, implementation of quality
assurance, construction quality assurance (CQA), and resident
project observation.
T&K Construction, LLC (T&K) Responsible for all aspects of construction through its own
forces as well as approved subcontractors.
Hallaton, Inc. Responsible for installation of the geomembrane liner and
geocomposite. The geomembrane liner was manufactured
and provided by Agru America. The drainage geocomposite
was manufactured and provided by SKAPS Industries.
Draper Aden Associates (DAA) Provided CQC inspection and testing services.
Shield Engineering, Inc. Provided construction quality assurance (CQA) confirmatory
laboratory testing for the soil liner and operational cover.
Testing, Research, Consulting and
Field Services (TRI)
Provided membrane liner CQA testing.
Bateman Civil Survey Co. (BCS) Licensed Surveyor providing record surveys of subgrade, soil
liner, geosynthetic liner, and operational cover.

APPENDIX B
Certification Letter
APPENDIX C
Subgrade Preparation
LANDFILL SUBGRADE CERTIFICATION

CHA provided resident observation and CQA monitoring of the subgrade preparation. Cut subgrades
areas were tested by proofrolling and fill areas through field moisture/density testing. Based on the
CQA/CQC monitoring and testing data, and certified subgrade as-builts, it is CHA’s opinion that the
subgrade was prepared in substantial accordance with the approved Construction Plans and Specifi-
cations, and with the current NCDEQ solid waste rules and regulations.

The services provided for this project were performed with the care and skill ordinarily exercised
by reputable members of the profession practicing under similar conditions at the same time and
in the same or similar locality. No warranty, expressed or implied, is made or intended by
rendition of these consulting services or by furnishing oral or written reports of the findings
made. This Report has been prepared for the exclusive use of the County.

Jack Miller, PE
CQA Manager
CHA Consulting, Inc.
N.C.P.E. No. 14131


Subgrade Soil Testing Results
Natural Moisture, Grain Size, Moisture-Density Curve

Subgrade Field Density Testing
Page 1 of 10
Page 2 of 10
Page 3 of 10
Page 4 of 10
Page 5 of 10
Page 6 of 10
Page 7 of 10
Page 8 of 10
Page 9 of 10
Page 10 of 10
Subgrade As-Built Map
PER CONSTRUCTION PLANS
BASE GRADE AS-BUILT SURVEY
Gaston County Landfill
Unit II - Phase 2
Gaston County, North Carolina
I, STEVEN P. CARSON, CERTIFY THAT THE AS-BUILTS SHOWN ON THISPLAN WERE OBTAINED BY FIELD SURVEYS CONDUCTED UNDER MYSUPERVISION, ON THE DATES LISTED UNDER NOTES. THIS IS NOT ABOUNDARY SURVEY. WITNESS MY HAND AND SEAL THIS ____ DAY OF___________, 2017.__________________________________________________PROFESSIONAL LAND SURVEYOR NC NO. L-4752DATE
BATEMAN CIVIL SURVEY COMPANY
ENGINEERS ● SURVEYORS ● PLANNERS
2524 RELIANCE AVENUE, APEX, NORTH CAROINA
PHONE: [phone] FAX: [phone]
[e-mail]
NCBELS FIRM# C-2378
NOTES1. FIELD WORK FOR SURVEY COMPLETED ON DECEMBER 10-14, 2016.2. WETLANDS ARE NOT ADDRESSED BY THIS SURVEY.3. ONLY COPIES OF THIS SURVEY WITH THE LAND SURVEYOR'S ORIGINAL SIGNATURE & AN ORIGINAL EMBOSSED, INK OR SCANNED SEAL ARE THE PRODUCT OF THE LAND SURVEYOR.4. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSE AGREED TO BETWEEN THE CLIENT AND SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT.5. THIS PARCEL MAY BE SUBJECT TO EASEMENTS OR RIGHTS OF OTHERS THAT HAVE NOT BEEN DISCLOSED ON THIS MAP.6. HORIZONTAL AND VERTICAL CONTROL PROVIDED BY HDR ENGINEERING INC. OF THE CAROLINAS.7. REFERENCE PROVIDED PLANS TITLED: "CONSTRUCTION PLANS, UNIT II PHASE 2, MUNICIPAL SOLID WASTE LANDFILL" DATED SEPTEMBER 2016.8. SEE CONFORMANCE TABLE FOR POINT VERIFICATION.
S
U
R
V
E
Y
2

O
F

6
BENCHMARK #1CONCRETE MONUMENTN:602777.20'E:1352937.71'ELV:797.43'
D
E
S
I
G
N
E
D

B
Y
:
D
R
A
W
N

B
Y
:

J
R
D
C
H
E
C
K
E
D

B
Y
:

S
P
C
S
C
A
L
E
:

1
"

=

4
0
'
D
A
T
E
:

1
2
/
1
6
/
2
0
1
6
P
R
O
J
E
C
T

N
U
M
B
E
R
:

1
6
0
6
1
8
1

i
n
c
h

=

f
t
.
(

I
N

F
E
E
T

)
G
R
A
P
H
I
C

S
C
A
L
E
0
2
0
1
6
0
4
0
8
0
4
0
4
0
P
R
O
P
O
S
E
D
L
I
N
E
R

L
I
M
I
T
S
P
R
O
P
O
S
E
D
L
I
N
E
R

L
I
M
I
T
S
B
A
S
E

G
R
A
D
E
A
S
-
B
U
I
L
T

C
O
N
T
O
U
R
S
E
X
I
S
T
I
N
G

L
I
N
E
R
(
T
I
E
-
I
N
)
FEBRUARY 7TH
APPENDIX D
Soil Liner
COMPACTED SOIL LINER CERTIFICATION

T&K Construction, LLC, installed the compacted soil liner. Draper Aden Associates (DAA)
performed the CQC monitoring and testing. CHA performed resident observation and CQA
monitoring; and Shield provided CQA laboratory testing. The general requirements for the soil liner
include a minimum 2-foot liner thickness having a maximum permeability of 1 x 10-7 cm/sec. Based
on CQA observations and testing data provided by DAA and Shield, along with the certified as-built
drawing of the completed soil liner prepared by Bateman Civil Survey Company, it is CHA’s opinion
that the Unit II, Phase 2 – Cells 1 and 2 soil liner was constructed in substantial accordance with the
approved Construction Plans and Specifications, and current NCDEQ solid waste rules and
regulations.

The services provided for this project were performed with the care and skill ordinarily exercised
by reputable members of the profession practicing under similar conditions at the same time and
in the same or similar locality. No warranty, expressed or implied, is made or intended by
rendition of these consulting services or by furnishing oral or written reports of the findings
made. This Report has been prepared for the exclusive use of the County.

Jack Miller, PE
CQA Manager
CHA Consulting, Inc.
N.C.P.E. No. 14131


Soil Liner
Borrow Source Characterization Study

Soil Liner Test Pad Report
Soil Liner Testing Results
Soil Classification
Hydraulic Conductivity Test Results
Soil Liner Field Density Testing
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
a
n
d
f
i
l
l
PR
O
J
E
C
T

#
:

R
0
8
2
8
1
-
0
6
Q
DA
T
E
:

1
2
/
1
2
/
2
0
1
6
PA
G
E

1

o
f

1
We
i
g
h
t

W
e
i
g
h
t

W
e
i
g
h
t
P

P
+
W
S

P
+
D
S

M
o
i
s
t
u
r
e

T
e
s
t

M
o
i
s
t
u
r
e
(g
)

(
g
)

(
g
)

(
%
)

N
u
m
b
e
r

(
%
)
K1

1
8
8
.
5

4
6
7
.
2

4
0
5
.
0

2
8
.
7
%

T
P
1

2
9
.
0
%
K2

1
9
3
.
6

4
6
9
.
7

4
0
8
.
0

2
8
.
8
%

T
P
2

2
9
.
7
%
K3

1
9
3
.
7

4
8
0
.
2

4
1
5
.
0

2
9
.
5
%

T
P
3

3
0
.
0
%
K4

1
9
2
.
8

5
0
0
.
4

4
3
3
.
0

2
8
.
1
%

T
P
4

2
8
.
9
%
K5

1
9
4
.
5

4
8
7
.
9

4
2
2
.
0

2
9
.
0
%

T
P
5

3
0
.
3
%
Av
e
r
a
g
e
:

2
8
.
8
%

A
v
e
r
a
g
e
:

2
9
.
6
%
OM
-
G
M

1
0
0
+
G
M
K1
-0
.
3
%

1
.
2
9
K2
-0
.
9
%

1
.
2
9
7
K3
-0
.
5
%

1
.
3
K4
-0
.
8
%

1
.
2
8
9
K5
-1
.
3
%

1
.
3
0
3
Av
e
r
a
g
e

K
:
P=

P
a
n
,

W
S
=

W
e
t

S
o
i
l
,

D
S
=

D
r
y

S
o
i
l
,

g
=

g
r
a
m
s
,

O
M
=
O
v
e
n

M
o
i
s
t
u
r
e
,
G
M
=

G
a
u
g
e

M
o
i
s
t
u
r
e
Ov
e
n

M
o
i
s
t
u
r
e

G
a
u
g
e

M
o
i
s
t
u
r
e
-2
.
0
6
-6
.
0
1
-7
.
1
1
-4
.
1
2
-6
.
5
5
-1
0
.
2
2
(O
M
-
G
M
)
/
(
1
0
0
+
G
M
)
*
1
0
0
0
MO
I
S
T
U
R
E

C
A
L
I
B
R
A
T
I
O
N
PR
O
J
E
C
T
:
PR
O
J
E
C
T

#
:
DA
T
E
:
PA
G
E
AB

C

D
E
F

G

H

I

J

K

L
(B
-
A
)
/
0
.
0
3
3
3

(
E
-
F
)
/
(
F
-
D
)

C
/
(
1
+
G
)

H
/
I

G
-
K
We
i
g
h
t

W
e
i
g
h
t

W
e
t

W
e
i
g
h
t

W
e
i
g
h
t

W
e
i
g
h
t

D
r
y

O
p
t
i
m
u
m
D
e
v
i
a
t
i
o
n

Te
s
t

M

M
+
W
S

D
e
n
s
i
t
y

P

P
+
W
S

P
+
D
S

M
o
i
s
t
u
r
e

D
e
n
s
i
t
y

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

M
o
i
s
t
u
re

f
r
o
m

O
p
t
.
ID
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
(l
b
s
)

(
l
b
s
)
(P
C
F
)

(
g
)

(
g
)

(
g
)

(
%
)

(
P
C
F
)

(
%
)

(
%
)

(
%
)
TP
-
1

E

1
2

1

1
.
3
4

5
.
2
0

1
1
5
.
9

1
.
0

1
0
5
.
3

8
1
.
6

2
9
.
4
%

8
9
.
6

8
9
.
9

9
9
.
6
%

2
7
.
4
%

2
.
0
%
TP
-
1
0

E

1
2

2

1
.
3
4

5
.
2
1

1
1
6
.
2

1
.
0

1
1
2
.
5

8
6
.
2

3
0
.
9
%

8
8
.
8

8
9
.
9

9
8
.
8
%

2
7
.
4
%

3
.
5
%
5

E

1
2

2

1
.
3
5

5
.
2
2

1
1
6
.
2

1
.
0

1
0
2
.
8

7
9
.
6

2
9
.
5
%

8
9
.
7

8
9
.
9

9
9
.
8
%

2
7
.
4
%

2
.
1
%
TP
-
1
2

E

1
2

3

1
.
3
4

5
.
2
1

1
1
6
.
2

1
.
0

1
0
5
.
6

8
1
.
0

3
0
.
8
%

8
8
.
9

8
9
.
9

9
8
.
9
%

2
7
.
4
%

3
.
3
%
10

E

1
1

3

1
.
3
5

5
.
2
2

1
1
6
.
2

1
.
0

1
1
2
.
2

8
6
.
6

2
9
.
9
%

8
9
.
5

8
9
.
9

9
9
.
5
%

2
7
.
4
%

2
.
5
%
TP
-
1
7

E

1
2

4

1
.
3
3

5
.
2
2

1
1
6
.
8

1
.
0

1
1
4
.
5

8
7
.
7

3
0
.
9
%

8
9
.
2

8
9
.
9

9
9
.
3
%

2
7
.
4
%

3
.
5
%
15

F

1
1

4

1
.
3
4

5
.
2
0

1
1
5
.
9

1
.
0

1
0
6
.
1

8
1
.
4

3
0
.
7
%

8
8
.
7

8
9
.
9

9
8
.
6
%

2
7
.
4
%

3
.
3
%
20

F

9

1

1
.
3
5

5
.
2
1

1
1
5
.
9

1
.
0

1
0
5
.
5

8
0
.
4

3
1
.
6
%

8
8
.
1

8
9
.
9

9
8
.
0
%

2
7
.
4
%

4
.
2
%
25

G

1
0

2

1
.
3
4

5
.
2
1

1
1
6
.
2

1
.
0

1
1
0
.
0

8
5
.
1

2
9
.
6
%

8
9
.
7

8
9
.
9

9
9
.
7
%

2
7
.
4
%

2
.
2
%
30

F

1
0

3

1
.
3
4

5
.
2
2

1
1
6
.
5

1
.
0

1
1
1
.
3

8
5
.
1

3
1
.
2
%

8
8
.
8

8
9
.
9

9
8
.
8
%

2
7
.
4
%

3
.
8
%
35

E

1
0

4

1
.
3
4

5
.
2
0

1
1
5
.
9

1
.
0

1
0
9
.
8

8
5
.
0

2
9
.
5
%

8
9
.
5

8
9
.
9

9
9
.
5
%

2
7
.
4
%

2
.
1
%
40

G

9

4

1
.
3
3

5
.
2
2

1
1
6
.
8

1
.
0

1
0
2
.
7

7
9
.
7

2
9
.
2
%

9
0
.
4

8
9
.
9

1
0
0
.
6
%

2
7
.
4
%

1
.
8
%
45

I

1
2

1

1
.
3
5

5
.
2
3

1
1
6
.
5

1
.
0

1
2
0
.
4

9
2
.
6

3
0
.
3
%

8
9
.
4

8
9
.
9

9
9
.
4
%

2
7
.
4
%

2
.
9
%
50

H

1
2

2

1
.
3
4

5
.
2
1

1
1
6
.
2

1
.
0

1
0
9
.
4

8
3
.
8

3
0
.
9
%

8
8
.
8

8
9
.
9

9
8
.
7
%

2
7
.
4
%

3
.
5
%
M=

M
o
l
d
,

P
=
P
a
n
,

W
S
=

W
e
t

S
o
i
l
,

D
S
=

D
r
y

S
o
i
l
,

l
b
s
=

p
o
u
n
d
s
,

g
=

g
r
a
ms
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
Va
r
i
e
s
Ga
s
t
o
n

C
o
u
n
t
y

L
F
R0
8
2
8
1
-
0
6
Q
1
o
f

4
DR
I
V
E

C
Y
L
I
N
D
E
R
PR
O
J
E
C
T
:
PR
O
J
E
C
T

#
:
DA
T
E
:
PA
G
E
AB

C

D
E
F

G

H

I

J

K

L
(B
-
A
)
/
0
.
0
3
3
3

(
E
-
F
)
/
(
F
-
D
)

C
/
(
1
+
G
)

H
/
I

G
-
K
We
i
g
h
t

W
e
i
g
h
t

W
e
t

W
e
i
g
h
t

W
e
i
g
h
t

W
e
i
g
h
t

D
r
y

O
p
t
i
m
u
m
D
e
v
i
a
t
i
o
n

Te
s
t

M

M
+
W
S

D
e
n
s
i
t
y

P

P
+
W
S

P
+
D
S

M
o
i
s
t
u
r
e

D
e
n
s
i
t
y

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

M
o
i
s
t
u
re

f
r
o
m

O
p
t
.
ID
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
(l
b
s
)

(
l
b
s
)
(P
C
F
)

(
g
)

(
g
)

(
g
)

(
%
)

(
P
C
F
)

(
%
)

(
%
)

(
%
)
55

H

1
1

3

1
.
3
4

5
.
2
0

1
1
5
.
9

1
.
0

1
1
0
.
5

8
5
.
3

2
9
.
9
%

8
9
.
2

8
9
.
9

9
9
.
3
%

2
7
.
4
%

2
.
5
%
60

G

1
1

4

1
.
3
3

5
.
2
1

1
1
6
.
5

1
.
0

1
1
2
.
7

8
6
.
6

3
0
.
5
%

8
9
.
3

8
9
.
9

9
9
.
3
%

2
7
.
4
%

3
.
1
%
65

E

1
3

1

1
.
3
3

5
.
2
2

1
1
6
.
8

1
.
0

1
1
1
.
6

8
5
.
4

3
1
.
0
%

8
9
.
1

8
9
.
9

9
9
.
2
%

2
7
.
4
%

3
.
6
%
70

G

1
4

1

1
.
3
4

5
.
2
2

1
1
6
.
5

1
.
0

1
1
0
.
4

8
5
.
0

3
0
.
2
%

8
9
.
5

8
9
.
9

9
9
.
5
%

2
7
.
4
%

2
.
8
%
75

I

1
2

1

1
.
3
4

5
.
2
2

1
1
6
.
5

1
.
0

1
0
9
.
3

8
3
.
5

3
1
.
3
%

8
8
.
8

8
9
.
9

9
8
.
7
%

2
7
.
4
%

3
.
9
%
80

E

1
3

2

1
.
3
5

5
.
2
1

1
1
5
.
9

1
.
0

1
0
5
.
5

8
1
.
1

3
0
.
5
%

8
8
.
9

8
9
.
9

9
8
.
8
%

2
7
.
4
%

3
.
1
%
85

G

1
4

2

1
.
3
3

5
.
2
2

1
1
6
.
8

1
.
0

1
1
6
.
2

8
9
.
2

3
0
.
6
%

8
9
.
4

8
9
.
9

9
9
.
5
%

2
7
.
4
%

3
.
2
%
90

I

1
2

2

1
.
3
3

5
.
2
3

1
1
7
.
1

1
.
0

1
1
4
.
1

8
7
.
7

3
0
.
4
%

8
9
.
8

8
9
.
9

9
9
.
9
%

2
7
.
4
%

3
.
0
%
95

E

1
3

3

1
.
3
3

5
.
2
0

1
1
6
.
2

1
.
0

1
1
4
.
9

8
9
.
1

2
9
.
3
%

8
9
.
9

8
9
.
9

1
0
0
.
0
%

2
7
.
4
%

1
.
9
%
10
0

G

1
4

3

1
.
3
4

5
.
2
1

1
1
6
.
2

1
.
0

1
1
3
.
3

8
7
.
4

3
0
.
0
%

8
9
.
4

8
9
.
9

9
9
.
5
%

2
7
.
4
%

2
.
6
%
10
5

I

1
2

3

1
.
3
5

5
.
2
0

1
1
5
.
6

1
.
0

1
1
1
.
1

8
5
.
5

3
0
.
3
%

8
8
.
7

8
9
.
9

9
8
.
7
%

2
7
.
4
%

2
.
9
%
11
0

E

1
3

4

1
.
3
5

5
.
2
1

1
1
5
.
9

1
.
0

1
1
0
.
5

8
5
.
0

3
0
.
4
%

8
8
.
9

8
9
.
9

9
8
.
9
%

2
7
.
4
%

3
.
0
%
11
5

G

1
4

4

1
.
3
5

5
.
2
1

1
1
5
.
9

1
.
0

1
1
1
.
8

8
5
.
3

3
1
.
4
%

8
8
.
2

8
9
.
9

9
8
.
1
%

2
7
.
4
%

4
.
0
%
12
0

I

1
2

4

1
.
3
4

5
.
2
1

1
1
6
.
2

1
.
0

1
0
6
.
4

8
1
.
9

3
0
.
3
%

8
9
.
2

8
9
.
9

9
9
.
2
%

2
7
.
4
%

2
.
9
%
M=

M
o
l
d
,

P
=
P
a
n
,

W
S
=

W
e
t

S
o
i
l
,

D
S
=

D
r
y

S
o
i
l
,

l
b
s
=

p
o
u
n
d
s
,

g
=

g
r
a
ms
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
Ga
s
t
o
n

C
o
u
n
t
y

L
F
R0
8
2
8
1
-
0
6
Q
Va
r
i
e
s
2
o
f

4
DR
I
V
E

C
Y
L
I
N
D
E
R
PR
O
J
E
C
T
:
PR
O
J
E
C
T

#
:
DA
T
E
:
PA
G
E
AB

C

D
E
F

G

H

I

J

K

L
(B
-
A
)
/
0
.
0
3
3
3

(
E
-
F
)
/
(
F
-
D
)

C
/
(
1
+
G
)

H
/
I

G
-
K
We
i
g
h
t

W
e
i
g
h
t

W
e
t

W
e
i
g
h
t

W
e
i
g
h
t

W
e
i
g
h
t

D
r
y

O
p
t
i
m
u
m
D
e
v
i
a
t
i
o
n

Te
s
t

M

M
+
W
S

D
e
n
s
i
t
y

P

P
+
W
S

P
+
D
S

M
o
i
s
t
u
r
e

D
e
n
s
i
t
y

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

M
o
i
s
t
u
re

f
r
o
m

O
p
t
.
ID
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
(l
b
s
)

(
l
b
s
)
(P
C
F
)

(
g
)

(
g
)

(
g
)

(
%
)

(
P
C
F
)

(
%
)

(
%
)

(
%
)
12
5

D

1
4

1

1
.
3
4

5
.
2
0

1
1
5
.
9

1
.
0

1
0
8
.
2

8
3
.
0

3
0
.
7
%

8
8
.
7

8
9
.
9

9
8
.
6
%

2
7
.
4
%

3
.
3
%
13
0

D

1
2

1

1
.
3
4

5
.
2
1

1
1
6
.
2

1
.
0

1
1
0
.
1

8
4
.
6

3
0
.
5
%

8
9
.
1

8
9
.
9

9
9
.
1
%

2
7
.
4
%

3
.
1
%
13
5

C

9

1

1
.
3
4

5
.
2
2

1
1
6
.
5

1
.
0

1
1
1
.
0

8
5
.
0

3
1
.
0
%

8
9
.
0

8
9
.
9

9
9
.
0
%

2
7
.
4
%

3
.
6
%
14
0

C

1
3

2

1
.
3
4

5
.
2
0

1
1
5
.
9

1
.
0

1
0
9
.
6

8
4
.
2

3
0
.
5
%

8
8
.
8

8
9
.
9

9
8
.
8
%

2
7
.
4
%

3
.
1
%
14
5

D

1
1

2

1
.
3
3

5
.
2
0

1
1
6
.
2

1
.
0

1
0
9
.
9

8
4
.
3

3
0
.
7
%

8
8
.
9

8
9
.
9

9
8
.
9
%

2
7
.
4
%

3
.
3
%
15
0

E

9

2

1
.
3
5

5
.
2
1

1
1
5
.
9

1
.
0

1
0
7
.
3

8
2
.
3

3
0
.
8
%

8
8
.
7

8
9
.
9

9
8
.
6
%

2
7
.
4
%

3
.
4
%
15
5

C

1
2

3

1
.
3
3

5
.
2
1

1
1
6
.
5

1
.
0

1
1
1
.
3

8
5
.
1

3
1
.
2
%

8
8
.
8

8
9
.
9

9
8
.
8
%

2
7
.
4
%

3
.
8
%
16
0

C

1
0

3

1
.
3
3

5
.
2
1

1
1
6
.
5

1
.
0

1
0
9
.
8

8
4
.
6

3
0
.
1
%

8
9
.
5

8
9
.
9

9
9
.
6
%

2
7
.
4
%

2
.
7
%
16
5

D

1
4

4

1
.
3
5

5
.
2
0

1
1
5
.
6

1
.
0

1
0
4
.
2

8
0
.
5

2
9
.
8
%

8
9
.
1

8
9
.
9

9
9
.
1
%

2
7
.
4
%

2
.
4
%
17
0

D

1
2

4

1
.
3
4

5
.
2
2

1
1
6
.
5

1
.
0

1
0
6
.
8

8
2
.
7

2
9
.
5
%

9
0
.
0

8
9
.
9

1
0
0
.
1
%

2
7
.
4
%

2
.
1
%
17
5

D

1
0

4

1
.
3
4

5
.
2
2

1
1
6
.
5

1
.
0

1
1
3
.
2

8
6
.
9

3
0
.
6
%

8
9
.
2

8
9
.
9

9
9
.
2
%

2
7
.
4
%

3
.
2
%
18
0

D

7

1

1
.
3
4

5
.
2
3

1
1
6
.
8

1
.
0

1
1
3
.
0

8
6
.
8

3
0
.
5
%

8
9
.
5

8
9
.
9

9
9
.
5
%

2
7
.
4
%

3
.
1
%
18
5

G

7

1

1
.
3
3

5
.
2
1

1
1
6
.
5

1
.
0

1
1
1
.
5

8
5
.
2

3
1
.
2
%

8
8
.
8

8
9
.
9

9
8
.
8
%

2
7
.
4
%

3
.
8
%
19
0

F

8

2

1
.
3
4

5
.
2
0

1
1
5
.
9

1
.
0

1
1
0
.
0

8
4
.
9

2
9
.
9
%

8
9
.
2

8
9
.
9

9
9
.
2
%

2
7
.
4
%

2
.
5
%
M=

M
o
l
d
,

P
=
P
a
n
,

W
S
=

W
e
t

S
o
i
l
,

D
S
=

D
r
y

S
o
i
l
,

l
b
s
=

p
o
u
n
d
s
,

g
=

g
r
a
ms
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
Ga
s
t
o
n

C
o
u
n
t
y

L
F
R0
8
2
8
1
-
0
6
Q
Va
r
i
e
s
3
o
f

4
DR
I
V
E

C
Y
L
I
N
D
E
R
PR
O
J
E
C
T
:
PR
O
J
E
C
T

#
:
DA
T
E
:
PA
G
E
AB

C

D
E
F

G

H

I

J

K

L
(B
-
A
)
/
0
.
0
3
3
3

(
E
-
F
)
/
(
F
-
D
)

C
/
(
1
+
G
)

H
/
I

G
-
K
We
i
g
h
t

W
e
i
g
h
t

W
e
t

W
e
i
g
h
t

W
e
i
g
h
t

W
e
i
g
h
t

D
r
y

O
p
t
i
m
u
m
D
e
v
i
a
t
i
o
n

Te
s
t

M

M
+
W
S

D
e
n
s
i
t
y

P

P
+
W
S

P
+
D
S

M
o
i
s
t
u
r
e

D
e
n
s
i
t
y

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

M
o
i
s
t
u
re

f
r
o
m

O
p
t
.
ID
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
(l
b
s
)

(
l
b
s
)
(P
C
F
)

(
g
)

(
g
)

(
g
)

(
%
)

(
P
C
F
)

(
%
)

(
%
)

(
%
)
19
5

E

8

3

1
.
3
4

5
.
2
2

1
1
6
.
5

1
.
0

1
1
2
.
2

8
6
.
4

3
0
.
2
%

8
9
.
5

8
9
.
9

9
9
.
5
%

2
7
.
4
%

2
.
8
%
20
0

D

8

4

1
.
3
3

5
.
2
2

1
1
6
.
8

1
.
0

1
1
3
.
6

8
7
.
5

3
0
.
2
%

8
9
.
7

8
9
.
9

9
9
.
8
%

2
7
.
4
%

2
.
8
%
20
5

F

7

4

1
.
3
4

5
.
2
2

1
1
6
.
5

1
.
0

1
1
4
.
3

8
8
.
0

3
0
.
2
%

8
9
.
5

8
9
.
9

9
9
.
5
%

2
7
.
4
%

2
.
8
%
21
0

E

4

1

1
.
3
3

5
.
2
1

1
1
6
.
5

1
.
0

1
1
2
.
8

8
6
.
6

3
0
.
6
%

8
9
.
2

8
9
.
9

9
9
.
2
%

2
7
.
4
%

3
.
2
%
21
5

G

5

1

1
.
3
3

5
.
2
2

1
1
6
.
8

1
.
0

1
1
0
.
9

8
5
.
0

3
0
.
8
%

8
9
.
3

8
9
.
9

9
9
.
3
%

2
7
.
4
%

3
.
4
%
22
0

E

4

2

1
.
3
4

5
.
2
0

1
1
5
.
9

1
.
0

1
0
8
.
2

8
3
.
3

3
0
.
3
%

8
9
.
0

8
9
.
9

9
9
.
0
%

2
7
.
4
%

2
.
9
%
22
5

G

5

2

1
.
3
5

5
.
2
1

1
1
5
.
9

1
.
0

1
0
9
.
6

8
4
.
3

3
0
.
4
%

8
8
.
9

8
9
.
9

9
8
.
9
%

2
7
.
4
%

3
.
0
%
23
0

E

4

3

1
.
3
5

5
.
2
2

1
1
6
.
2

1
.
0

1
1
2
.
3

8
6
.
1

3
0
.
8
%

8
8
.
9

8
9
.
9

9
8
.
8
%

2
7
.
4
%

3
.
4
%
23
5

G

5

3

1
.
3
4

5
.
2
1

1
1
6
.
2

1
.
0

1
1
4
.
4

8
8
.
3

2
9
.
9
%

8
9
.
5

8
9
.
9

9
9
.
5
%

2
7
.
4
%

2
.
5
%
24
0

E

4

4

1
.
3
4

5
.
2
0

1
1
5
.
9

1
.
0

1
1
1
.
0

8
5
.
0

3
1
.
0
%

8
8
.
5

8
9
.
9

9
8
.
5
%

2
7
.
4
%

3
.
6
%
24
5

G

5

4

1
.
3
4

5
.
2
0

1
1
5
.
9

1
.
0

1
1
2
.
1

8
6
.
4

3
0
.
1
%

8
9
.
1

8
9
.
9

9
9
.
1
%

2
7
.
4
%

2
.
7
%
M=

M
o
l
d
,

P
=
P
a
n
,

W
S
=

W
e
t

S
o
i
l
,

D
S
=

D
r
y

S
o
i
l
,

l
b
s
=

p
o
u
n
d
s
,

g
=

g
r
a
ms
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
Ga
s
t
o
n

C
o
u
n
t
y

L
F
R0
8
2
8
1
-
0
6
Q
Va
r
i
e
s
4
o
f

4
DR
I
V
E

C
Y
L
I
N
D
E
R
Soil Liner Confirmatory Testing Results
75
80
85
90
95
100
105
110
115
120
125
130
135
0 5 10 15 20 25 30 35 40 45
SIEVE ANALYSIS:(ASTM D-422)
%SAND%GRAVEL %FINES
Curves of 100%Saturation forSpecific GravityEqual to:
33
PL
Checked By:
CORRECTED OPTIMUM
MOISTURE CONTENT, (%):
N/A
N/A
OPTIMUM MOISTURE CONTENT, (%):
PERCENT IN SAMPLE:
ASTM D698 Method A
ML
95.8
19.8
N/AMINUS NO. 4 MATERIAL:
PLUS NO. 4 MATERIAL:
DR
Y

D
E
N
S
I
T
Y
,

p
c
f
2.802.702.60
SAMPLE NO.:
SOURCE MATERIAL:
SAMPLE DESCRIPTION:
USCS:AASHTO:
Clay Liner 0.0 feet
TEST METHOD:
16-144
MOISTURE CONTENT (%)
CORRECTED MAXIUMUM DRY DENSITY, (pcf):
ATTERBERG LIMITS:
PI
42.10.0
(ASTM D-4318)
LL
49
PERCENT IN SAMPLE:BULK SPECIFIC GRAVITY:
16
MOISTURE-DENSITY RELATIONSHIP
MAXIMUM DRY DENSITY (pcf):
OPTIMUM MOISTURE CONTENT, (%):NATURAL MOISTURE CONTENT, (%):
TEST RESULTS:
Reddish Orange Sandy SILT (ML)
N/A
100.0
0.0
H:\GEO-ENVIRONMENTAL (0120)\LAB\LAB GINT\2016\1160233-01_GAS CO. LF PHASE 2.GPJClay Liner12/30/2016 10:41:03 AM
Shield Project No.:1160233
Gaston County Landfill - Phase 2
(CHA Consulting)4301 Taggart Creek RoadCharlotte, NC 28208Telephone: [phone]
Toll Free: 800-395-5220Fax: [phone]
Gastonia, North Carolina
0
10
20
30
40
50
60
0 20 40 60 80 100
ML MH
CL CH
CL-ML
P
LAS
TI
CIT
Y
I
NDE
X
LIQUID LIMIT
Clay Liner
LL PL PI
0.0 Reddish Orange Sandy SILT (ML)
Specimen Identification
ATTERBERG LIMITS' RESULTS
Fines Classification
49 33 16 58
H:\GEO-ENVIRONMENTAL (0120)\LAB\LAB GINT\2016\1160233-01_GAS CO. LF PHASE 2.GPJClay Liner12/30/2016 10:41:03 AM
Shield Project No.:1160233
Gaston County Landfill - Phase 2
(CHA Consulting)4301 Taggart Creek RoadCharlotte, NC 28208Telephone: [phone]
Toll Free: 800-395-5220Fax: [phone]
Gastonia, North Carolina
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
0.0010.010.1110100
D30
0.0
16 20 30 40
D100 D60
6 810 14
Specimen Identification
Specimen Identification
0.0
CuPICc
501.5
15.60.0842
200
Classification
42.3
D10
413/4 1/23/8 3
%Gravel
60
fine
HYDROMETERU.S. SIEVE OPENING IN INCHES
Reddish Orange Sandy SILT (ML)49
0.0 42.1
%Sand %Silt %Clay
Clay Liner
100 14032
16
COBBLES GRAVEL SAND SILT OR CLAY
4
Clay Liner
LL PL
GRAIN SIZE IN MILLIMETERS
PE
R
C
E
N
T

F
I
N
E
R

B
Y

W
E
I
G
H
T
coarse fine coarse medium
6
GRAIN SIZE DISTRIBUTION
33
U.S. SIEVE NUMBERS
H:\GEO-ENVIRONMENTAL (0120)\LAB\LAB GINT\2016\1160233-01_GAS CO. LF PHASE 2.GPJClay Liner12/30/2016 10:41:03 AM
Shield Project No.:1160233
Gaston County Landfill - Phase 2
(CHA Consulting)4301 Taggart Creek RoadCharlotte, NC 28208Telephone: [phone]
Toll Free: 800-395-5220Fax: [phone]
Gastonia, North Carolina
Ga
s
t
o
n

C
o
.

L
F
Te
s
t

D
a
t
a
:
11
6
0
2
3
3
-
0
1

9
0
.
4
12
/
2
9
/
2
0
1
6

2
7
.
7
10.8
16
-
1
4
4
/
S
T
-
T
P
-
1

4
1
.
3
Te
s
t

P
a
d
9.
4
5
E
-
0
8
Sh
e
l
b
y

T
u
b
e

9
5
%
Sa
m
p
l
e

L
e
n
g
t
h

(
c
m
)

:
Sa
m
p
l
e

A
r
e
a

(
c
m
2 )
:
Hy
d
r
a
u
l
i
c

C
o
n
d
u
c
t
i
v
i
t
y

K

(
c
m
/
s
e
c
)

:
In
i
t
i
a
l

D
r
y

D
e
n
s
i
t
y

(
p
c
f
)

:
Fl
e
x
i
b
l
e

W
a
l
l

P
e
r
m
e
a
b
i
l
i
t
y

T
e
s
t
AS
T
M

D

5
0
8
4
Pr
o
j
e
c
t

N
a
m
e
:
Pr
o
j
e
c
t

N
o
:
Sa
t
u
r
a
t
e
d
:
Da
t
e
:
Sa
m
p
l
e

I
D
:
Lo
c
a
t
i
o
n
:
Sa
m
p
l
e

C
o
n
d
i
t
i
o
n
:
In
i
t
i
a
l

M
o
i
s
t
u
r
e

C
o
n
t
e
n
t

(
%
)

:
Ga
s
t
o
n

C
o
.

L
F
Te
s
t

D
a
t
a
:
11
6
0
2
3
3
-
0
1

9
2
.
4
1/
3
0
/
2
0
1
7

3
1
.
7
11.3
17
-
0
1
4
/

S
T
-
4
/
4
R
1

4
0
.
4
ST
-
4
/
4
R
1
7.
1
3
E
-
0
8
Sh
e
l
b
y

T
u
b
e

9
7
%
Sa
m
p
l
e

L
e
n
g
t
h

(
c
m
)

:
Sa
m
p
l
e

A
r
e
a

(
c
m
2 )
:
Hy
d
r
a
u
l
i
c

C
o
n
d
u
c
t
i
v
i
t
y

K

(
c
m
/
s
e
c
)

:
In
i
t
i
a
l

D
r
y

D
e
n
s
i
t
y

(
p
c
f
)

:
Fl
e
x
i
b
l
e

W
a
l
l

P
e
r
m
e
a
b
i
l
i
t
y

T
e
s
t
AS
T
M

D

5
0
8
4
Pr
o
j
e
c
t

N
a
m
e
:
Pr
o
j
e
c
t

N
o
:
Sa
t
u
r
a
t
e
d
:
Da
t
e
:
Sa
m
p
l
e

I
D
:
Lo
c
a
t
i
o
n
:
Sa
m
p
l
e

C
o
n
d
i
t
i
o
n
:
In
i
t
i
a
l

M
o
i
s
t
u
r
e

C
o
n
t
e
n
t

(
%
)

:
Ga
s
t
o
n

C
o
.

L
F
Te
s
t

D
a
t
a
:
11
6
0
2
3
3
-
0
1

1
0
5
.
9
1/
2
0
/
2
0
1
7

2
3
.
3
11.3
17
-
0
0
8
/

S
T
-
4
/
4
A

3
8
.
6
ST
-
4
/
4
A
2.
6
8
E
-
0
8
Sh
e
l
b
y

T
u
b
e

9
5
%
Sa
m
p
l
e

L
e
n
g
t
h

(
c
m
)

:
Sa
m
p
l
e

A
r
e
a

(
c
m
2 )
:
Hy
d
r
a
u
l
i
c

C
o
n
d
u
c
t
i
v
i
t
y

K

(
c
m
/
s
e
c
)

:
In
i
t
i
a
l

D
r
y

D
e
n
s
i
t
y

(
p
c
f
)

:
Fl
e
x
i
b
l
e

W
a
l
l

P
e
r
m
e
a
b
i
l
i
t
y

T
e
s
t
AS
T
M

D

5
0
8
4
Pr
o
j
e
c
t

N
a
m
e
:
Pr
o
j
e
c
t

N
o
:
Sa
t
u
r
a
t
e
d
:
Da
t
e
:
Sa
m
p
l
e

I
D
:
Lo
c
a
t
i
o
n
:
Sa
m
p
l
e

C
o
n
d
i
t
i
o
n
:
In
i
t
i
a
l

M
o
i
s
t
u
r
e

C
o
n
t
e
n
t

(
%
)

:
Ga
s
t
o
n

C
o
.

L
F
Te
s
t

D
a
t
a
:
11
6
0
2
3
3
-
0
1

8
8
.
0
1/
3
0
/
2
0
1
7

3
8
.
3
10.2
17
-
0
1
4
/

S
T
-
7
/
4
R
1

4
1
.
1
ST
-
7
/
4
R
1
7.
3
0
E
-
0
8
Sh
e
l
b
y

T
u
b
e

9
4
%
Pr
o
j
e
c
t

N
a
m
e
:
Pr
o
j
e
c
t

N
o
:
Sa
t
u
r
a
t
e
d
:
Da
t
e
:
Sa
m
p
l
e

I
D
:
Lo
c
a
t
i
o
n
:
Sa
m
p
l
e

C
o
n
d
i
t
i
o
n
:
In
i
t
i
a
l

M
o
i
s
t
u
r
e

C
o
n
t
e
n
t

(
%
)

:
Sa
m
p
l
e

L
e
n
g
t
h

(
c
m
)

:
Sa
m
p
l
e

A
r
e
a

(
c
m
2 )
:
Hy
d
r
a
u
l
i
c

C
o
n
d
u
c
t
i
v
i
t
y

K

(
c
m
/
s
e
c
)

:
In
i
t
i
a
l

D
r
y

D
e
n
s
i
t
y

(
p
c
f
)

:
Fl
e
x
i
b
l
e

W
a
l
l

P
e
r
m
e
a
b
i
l
i
t
y

T
e
s
t
AS
T
M

D

5
0
8
4
R10513R-03
Field Density Testing Location Plan Gaston County - Unit 2 Phase 2
Dallas, North Carolina
Date:
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

2
1
4
2
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

1
Te
s
t

R
e
t
e
s
t

W
e
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
1

E

1
2

1

1
1
5
.
7

8
8
.
9

3
0
.
2
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

2
.
8
%
2

E

1
1

1

1
1
5
.
2

8
8
.
6

3
0
.
0
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

2
.
6
%
3

F

1
1

1

1
1
5
.
9

8
9
.
0

3
0
.
2
%

8
9
.
9

9
9
.
0
%

2
7
.
4
%

2
.
8
%
4

F

1
2

1

1
1
5
.
4

8
8
.
3

3
0
.
7
%

8
9
.
9

9
8
.
2
%

2
7
.
4
%

3
.
3
%
5

E

1
0

1

1
1
5
.
8

8
9
.
0

3
0
.
1
%

8
9
.
9

9
9
.
0
%

2
7
.
4
%

2
.
7
%
6

F

1
0

1

1
1
5
.
2

8
8
.
3

3
0
.
4
%

8
9
.
9

9
8
.
3
%

2
7
.
4
%

3
.
0
%
7

G

1
0

1

1
1
5
.
9

8
9
.
2

3
0
.
0
%

8
9
.
9

9
9
.
2
%

2
7
.
4
%

2
.
6
%
8

F

9

1

1
1
5
.
2

8
8
.
5

3
0
.
1
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

2
.
7
%
9

H

1
0

1

1
1
5
.
9

8
8
.
6

3
0
.
8
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

3
.
4
%
10

G

9

1

1
1
6
.
0

8
8
.
8

3
0
.
7
%

8
9
.
9

9
8
.
7
%

2
7
.
4
%

3
.
3
%
11

G

1
2

1

1
1
6
.
3

8
9
.
2

3
0
.
4
%

8
9
.
9

9
9
.
2
%

2
7
.
4
%

3
.
0
%
12

G

1
1

1

1
1
5
.
1

8
8
.
4

3
0
.
2
%

8
9
.
9

9
8
.
3
%

2
7
.
4
%

2
.
8
%
13

H

1
1

1

1
1
5
.
5

8
8
.
8

3
0
.
1
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

2
.
7
%
14

H

1
2

1

1
1
5
.
7

8
8
.
7

3
0
.
5
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

3
.
1
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

2
1
4
2
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

2
Te
s
t

R
e
t
e
s
t

W
e
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
15

I

1
2

1

1
1
6
.
0

8
9
.
4

2
9
.
7
%

8
9
.
9

9
9
.
5
%

2
7
.
4
%

2
.
3
%
16

I

1
1

1

1
1
5
.
3

8
8
.
5

3
0
.
3
%

8
9
.
9

9
8
.
4
%

2
7
.
4
%

2
.
9
%
17

E

1
3

1

1
1
5
.
8

8
9
.
7

2
9
.
1
%

8
9
.
9

9
9
.
8
%

2
7
.
4
%

1
.
7
%
18

E

1
4

1

1
1
5
.
3

8
8
.
8

2
9
.
8
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

2
.
4
%
19

F

1
3

1

1
1
5
.
7

8
9
.
0

3
0
.
0
%

8
9
.
9

9
9
.
0
%

2
7
.
4
%

2
.
6
%
20

F

1
4

1

1
1
5
.
5

8
8
.
3

3
0
.
8
%

8
9
.
9

9
8
.
2
%

2
7
.
4
%

3
.
4
%
21

G

1
3

1

1
1
6
.
3

8
9
.
1

3
0
.
5
%

8
9
.
9

9
9
.
1
%

2
7
.
4
%

3
.
1
%
22

G

1
4

1

1
1
5
.
4

8
8
.
3

3
0
.
7
%

8
9
.
9

9
8
.
2
%

2
7
.
4
%

3
.
3
%
23

H

1
3

1

1
1
5
.
1

8
8
.
4

3
0
.
2
%

8
9
.
9

9
8
.
3
%

2
7
.
4
%

2
.
8
%
24

H

1
4

1

1
1
6
.
4

8
9
.
7

2
9
.
8
%

8
9
.
9

9
9
.
8
%

2
7
.
4
%

2
.
4
%
25

I

1
4

1

1
1
5
.
8

8
9
.
0

3
0
.
1
%

8
9
.
9

9
9
.
0
%

2
7
.
4
%

2
.
7
%
26

I

1
3

1

1
1
5
.
0

8
8
.
3

3
0
.
2
%

8
9
.
9

9
8
.
2
%

2
7
.
4
%

2
.
8
%
27

I

1
2

1

1
1
5
.
0

8
7
.
9

3
0
.
9
%

8
9
.
9

9
7
.
7
%

2
7
.
4
%

3
.
5
%
28

J

1
2

1

1
1
5
.
9

8
9
.
3

2
9
.
8
%

8
9
.
9

9
9
.
3
%

2
7
.
4
%

2
.
4
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

2
1
4
2
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

3
Te
s
t

R
e
t
e
s
t

W
e
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
29

J

1
3

1

1
1
5
.
6

8
8
.
7

3
0
.
3
%

8
9
.
9

9
8
.
7
%

2
7
.
4
%

2
.
9
%
30

J

1
4

1

1
1
5
.
2

8
8
.
5

3
0
.
2
%

8
9
.
9

9
8
.
4
%

2
7
.
4
%

2
.
8
%
31

K

1
4

1

1
1
5
.
8

8
8
.
5

3
0
.
8
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

3
.
4
%
32

D

1
4

1

1
1
5
.
7

8
9
.
4

2
9
.
4
%

8
9
.
9

9
9
.
5
%

2
7
.
4
%

2
.
0
%
33

C

1
4

1

1
1
5
.
1

8
8
.
0

3
0
.
8
%

8
9
.
9

9
7
.
9
%

2
7
.
4
%

3
.
4
%
34

C

1
3

1

1
1
5
.
8

8
8
.
6

3
0
.
7
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

3
.
3
%
35

D

1
3

1

1
1
5
.
2

8
8
.
6

3
0
.
0
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

2
.
6
%
36

C

1
2

1

1
1
5
.
9

8
9
.
1

3
0
.
1
%

8
9
.
9

9
9
.
1
%

2
7
.
4
%

2
.
7
%
37

D

1
2

1

1
1
5
.
1

8
8
.
4

3
0
.
2
%

8
9
.
9

9
8
.
3
%

2
7
.
4
%

2
.
8
%
38

C

1
1

1

1
1
6
.
0

8
8
.
7

3
0
.
8
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

3
.
4
%
39

D

1
1

1

1
1
6
.
8

8
9
.
5

3
0
.
5
%

8
9
.
9

9
9
.
6
%

2
7
.
4
%

3
.
1
%
40

C

1
0

1

1
1
5
.
4

8
8
.
6

3
0
.
2
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

2
.
8
%
41

D

1
0

1

1
1
5
.
8

8
8
.
7

3
0
.
6
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

3
.
2
%
42

C

9

1

1
1
5
.
7

8
8
.
9

3
0
.
2
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

2
.
8
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

2
1
4
2
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

4
Te
s
t

R
e
t
e
s
t

W
e
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
43

D

9

1

1
1
5
.
7

8
8
.
8

3
0
.
3
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

2
.
9
%
44

E

9

1

1
1
5
.
2

8
8
.
1

3
0
.
7
%

8
9
.
9

9
8
.
0
%

2
7
.
4
%

3
.
3
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

2
1
4
2
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

5
Te
s
t

R
e
t
e
s
t

W
e
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
45

E

1
2

2

1
1
5
.
0

8
8
.
4

3
0
.
1
%

8
9
.
9

9
8
.
3
%

2
7
.
4
%

2
.
7
%
46

E

1
1

2

1
1
5
.
8

8
9
.
1

3
0
.
0
%

8
9
.
9

9
9
.
1
%

2
7
.
4
%

2
.
6
%
47

F

1
1

2

1
1
5
.
1

8
8
.
1

3
0
.
6
%

8
9
.
9

9
8
.
0
%

2
7
.
4
%

3
.
2
%
48

F

1
2

2

1
1
5
.
3

8
8
.
4

3
0
.
5
%

8
9
.
9

9
8
.
3
%

2
7
.
4
%

3
.
1
%
49

E

1
0

2

1
1
6
.
3

8
9
.
3

3
0
.
2
%

8
9
.
9

9
9
.
4
%

2
7
.
4
%

2
.
8
%
50

F

1
0

2

1
1
6
.
7

8
9
.
2

3
0
.
8
%

8
9
.
9

9
9
.
2
%

2
7
.
4
%

3
.
4
%
51

G

1
0

2

1
1
5
.
8

8
8
.
7

3
0
.
5
%

8
9
.
9

9
8
.
7
%

2
7
.
4
%

3
.
1
%
52

F

9

2

1
1
5
.
2

8
8
.
1

3
0
.
8
%

8
9
.
9

9
8
.
0
%

2
7
.
4
%

3
.
4
%
53

H

1
0

2

1
1
5
.
9

8
8
.
7

3
0
.
7
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

3
.
3
%
54

G

9

2

1
1
5
.
2

8
8
.
5

3
0
.
1
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

2
.
7
%
55

G

1
2

2

1
1
6
.
0

8
9
.
0

3
0
.
4
%

8
9
.
9

9
9
.
0
%

2
7
.
4
%

3
.
0
%
56

G

1
1

2

1
1
5
.
6

8
8
.
9

3
0
.
1
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

2
.
7
%
57

H

1
1

2

1
1
5
.
2

8
8
.
1

3
0
.
7
%

8
9
.
9

9
8
.
0
%

2
7
.
4
%

3
.
3
%
58

H

1
2

2

1
1
5
.
3

8
8
.
6

3
0
.
2
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

2
.
8
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

2
1
4
2
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

6
Te
s
t

R
e
t
e
s
t

W
e
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
59

I

1
2

2

1
1
6
.
0

8
9
.
4

2
9
.
7
%

8
9
.
9

9
9
.
5
%

2
7
.
4
%

2
.
3
%
60

I

1
1

2

1
1
5
.
8

8
9
.
7

2
9
.
1
%

8
9
.
9

9
9
.
8
%

2
7
.
4
%

1
.
7
%
61

E

1
3

2

1
1
6
.
2

8
9
.
2

3
0
.
3
%

8
9
.
9

9
9
.
2
%

2
7
.
4
%

2
.
9
%
62

E

1
4

2

1
1
6
.
1

8
9
.
3

3
0
.
0
%

8
9
.
9

9
9
.
3
%

2
7
.
4
%

2
.
6
%
63

F

1
3

2

1
1
5
.
3

8
8
.
1

3
0
.
8
%

8
9
.
9

9
8
.
1
%

2
7
.
4
%

3
.
4
%
64

F

1
4

2

1
1
5
.
9

8
8
.
9

3
0
.
3
%

8
9
.
9

9
8
.
9
%

2
7
.
4
%

2
.
9
%
65

G

1
3

2

1
1
5
.
3

8
8
.
3

3
0
.
6
%

8
9
.
9

9
8
.
2
%

2
7
.
4
%

3
.
2
%
66

G

1
4

2

1
1
5
.
7

8
8
.
4

3
0
.
9
%

8
9
.
9

9
8
.
3
%

2
7
.
4
%

3
.
5
%
67

H

1
3

2

1
1
5
.
2

8
8
.
3

3
0
.
5
%

8
9
.
9

9
8
.
2
%

2
7
.
4
%

3
.
1
%
68

H

1
4

2

1
1
5
.
8

8
8
.
9

3
0
.
2
%

8
9
.
9

9
8
.
9
%

2
7
.
4
%

2
.
8
%
69

I

1
4

2

1
1
5
.
9

8
9
.
1

3
0
.
1
%

8
9
.
9

9
9
.
1
%

2
7
.
4
%

2
.
7
%
70

I

1
3

2

1
1
5
.
0

8
8
.
1

3
0
.
6
%

8
9
.
9

9
7
.
9
%

2
7
.
4
%

3
.
2
%
71

I

1
2

2

1
1
5
.
4

8
8
.
6

3
0
.
2
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

2
.
8
%
72

J

1
2

2

1
1
6
.
2

8
9
.
3

3
0
.
1
%

8
9
.
9

9
9
.
4
%

2
7
.
4
%

2
.
7
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

2
1
4
2
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

7
Te
s
t

R
e
t
e
s
t

W
e
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
73

J

1
3

2

1
1
5
.
2

8
8
.
5

3
0
.
2
%

8
9
.
9

9
8
.
4
%

2
7
.
4
%

2
.
8
%
74

J

1
4

2

1
1
5
.
9

8
8
.
7

3
0
.
7
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

3
.
3
%
75

K

1
4

2

1
1
5
.
2

8
8
.
5

3
0
.
1
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

2
.
7
%
76

D

1
4

2

1
1
5
.
8

8
8
.
6

3
0
.
7
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

3
.
3
%
77

C

1
4

2

1
1
5
.
5

8
8
.
6

3
0
.
3
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

2
.
9
%
78

C

1
3

2

1
1
5
.
6

8
8
.
5

3
0
.
6
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

3
.
2
%
79

D

1
3

2

1
1
5
.
2

8
8
.
5

3
0
.
1
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

2
.
7
%
80

C

1
2

2

1
1
5
.
6

8
8
.
6

3
0
.
5
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

3
.
1
%
81

D

1
2

2

1
1
6
.
6

8
9
.
6

3
0
.
2
%

8
9
.
9

9
9
.
6
%

2
7
.
4
%

2
.
8
%
82

C

1
1

2

1
1
6
.
9

8
9
.
4

3
0
.
7
%

8
9
.
9

9
9
.
5
%

2
7
.
4
%

3
.
3
%
83

D

1
1

2

1
1
6
.
8

8
9
.
6

3
0
.
4
%

8
9
.
9

9
9
.
6
%

2
7
.
4
%

3
.
0
%
84

C

1
0

2

1
1
5
.
9

8
9
.
1

3
0
.
1
%

8
9
.
9

9
9
.
1
%

2
7
.
4
%

2
.
7
%
85

D

1
0

2

1
1
6
.
0

8
9
.
1

3
0
.
2
%

8
9
.
9

9
9
.
1
%

2
7
.
4
%

2
.
8
%
86

C

9

2

1
1
5
.
3

8
8
.
1

3
0
.
8
%

8
9
.
9

9
8
.
1
%

2
7
.
4
%

3
.
4
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

2
1
4
2
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

8
Te
s
t

R
e
t
e
s
t
We
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
87
D

9

2

1
1
5
.
8

8
8
.
9

3
0
.
2
%

8
9
.
9

9
8
.
9
%

2
7
.
4
%

2
.
8
%
88
E

9

2

1
1
5
.
6

8
8
.
9

3
0
.
1
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

2
.
7
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

2
1
4
2
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

9
Te
s
t

R
e
t
e
s
t

W
e
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
89

E

1
2

3

1
1
5
.
0

8
8
.
5

3
0
.
0
%

8
9
.
9

9
8
.
4
%

2
7
.
4
%

2
.
6
%
90

E

1
1

3

1
1
5
.
7

8
8
.
9

3
0
.
2
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

2
.
8
%
91

F

1
1

3

1
1
5
.
2

8
8
.
1

3
0
.
8
%

8
9
.
9

9
8
.
0
%

2
7
.
4
%

3
.
4
%
92

F

1
2

3

1
1
5
.
8

8
9
.
0

3
0
.
1
%

8
9
.
9

9
9
.
0
%

2
7
.
4
%

2
.
7
%
93

E

1
0

3

1
1
5
.
0

8
8
.
0

3
0
.
7
%

8
9
.
9

9
7
.
9
%

2
7
.
4
%

3
.
3
%
94

F

1
0

3

1
1
5
.
9

8
8
.
5

3
0
.
9
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

3
.
5
%
95

G

1
0

3

1
1
5
.
3

8
8
.
4

3
0
.
5
%

8
9
.
9

9
8
.
3
%

2
7
.
4
%

3
.
1
%
96

F

9

3

1
1
5
.
7

8
8
.
5

3
0
.
8
%

8
9
.
9

9
8
.
4
%

2
7
.
4
%

3
.
4
%
97

H

1
0

3

1
1
5
.
2

8
8
.
4

3
0
.
3
%

8
9
.
9

9
8
.
3
%

2
7
.
4
%

2
.
9
%
98

G

9

3

1
1
6
.
0

8
8
.
8

3
0
.
6
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

3
.
2
%
99

G

1
2

3

1
1
6
.
2

8
8
.
8

3
0
.
8
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

3
.
4
%
10
0

G

1
1

3

1
1
6
.
6

8
9
.
6

3
0
.
2
%

8
9
.
9

9
9
.
6
%

2
7
.
4
%

2
.
8
%
10
1

H

1
1

3

1
1
5
.
2

8
8
.
3

3
0
.
5
%

8
9
.
9

9
8
.
2
%

2
7
.
4
%

3
.
1
%
10
2

H

1
2

3

1
1
5
.
7

8
8
.
5

3
0
.
7
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

3
.
3
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

1
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

1 0
Te
s
t

R
e
t
e
s
t
We
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
10
3
I

1
2

3

1
1
6
.
0

8
9
.
1

3
0
.
2
%

8
9
.
9

9
9
.
1
%

2
7
.
4
%

2
.
8
%
10
4
I

1
1

3

1
1
5
.
5

8
8
.
4

3
0
.
7
%

8
9
.
9

9
8
.
3
%

2
7
.
4
%

3
.
3
%
10
5
E

1
3

3

1
1
5
.
3

8
8
.
1

3
0
.
9
%

8
9
.
9

9
8
.
0
%

2
7
.
4
%

3
.
5
%
10
6
E

1
4

3

1
1
5
.
2

8
8
.
3

3
0
.
5
%

8
9
.
9

9
8
.
2
%

2
7
.
4
%

3
.
1
%
10
7
F

1
3

3

1
1
5
.
8

8
9
.
0

3
0
.
1
%

8
9
.
9

9
9
.
0
%

2
7
.
4
%

2
.
7
%
10
8
F

1
4

3

1
1
5
.
5

8
8
.
4

3
0
.
7
%

8
9
.
9

9
8
.
3
%

2
7
.
4
%

3
.
3
%
10
9
G

1
3

3

1
1
5
.
9

8
9
.
1

3
0
.
1
%

8
9
.
9

9
9
.
1
%

2
7
.
4
%

2
.
7
%
11
0
G

1
4

3

1
1
5
.
2

8
8
.
1

3
0
.
7
%

8
9
.
9

9
8
.
0
%

2
7
.
4
%

3
.
3
%
11
1
H

1
3

3

1
1
5
.
8

8
8
.
9

3
0
.
2
%

8
9
.
9

9
8
.
9
%

2
7
.
4
%

2
.
8
%
11
2
H

1
4

3

1
1
5
.
1

8
8
.
3

3
0
.
3
%

8
9
.
9

9
8
.
3
%

2
7
.
4
%

2
.
9
%
11
3
I

1
4

3

1
1
5
.
7

8
8
.
5

3
0
.
7
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

3
.
3
%
11
4
I

1
3

3

1
1
5
.
5

8
8
.
8

3
0
.
1
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

2
.
7
%
11
5
I

1
2

3

1
1
5
.
1

8
8
.
5

3
0
.
0
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

2
.
6
%
11
6
J

1
2

3

1
1
6
.
2

8
9
.
4

3
0
.
0
%

8
9
.
9

9
9
.
4
%

2
7
.
4
%

2
.
6
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

2
1
4
2
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

1
1
Te
s
t

R
e
t
e
s
t

W
e
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
11
7

J

1
3

3

1
1
5
.
2

8
8
.
5

3
0
.
2
%

8
9
.
9

9
8
.
4
%

2
7
.
4
%

2
.
8
%
11
8

J

1
4

3

1
1
5
.
7

8
8
.
6

3
0
.
6
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

3
.
2
%
11
9

K

1
4

3

1
1
5
.
9

8
9
.
1

3
0
.
1
%

8
9
.
9

9
9
.
1
%

2
7
.
4
%

2
.
7
%
12
0

D

1
4

3

1
1
5
.
5

8
8
.
6

3
0
.
4
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

3
.
0
%
12
1

C

1
4

3

1
1
5
.
2

8
8
.
5

3
0
.
2
%

8
9
.
9

9
8
.
4
%

2
7
.
4
%

2
.
8
%
12
2

C

1
3

3

1
1
5
.
7

8
8
.
6

3
0
.
6
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

3
.
2
%
12
3

D

1
3

3

1
1
5
.
8

8
9
.
0

3
0
.
1
%

8
9
.
9

9
9
.
0
%

2
7
.
4
%

2
.
7
%
12
4

C

1
2

3

1
1
5
.
2

8
8
.
2

3
0
.
6
%

8
9
.
9

9
8
.
1
%

2
7
.
4
%

3
.
2
%
12
5

D

1
2

3

1
1
5
.
9

8
8
.
5

3
0
.
9
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

3
.
5
%
12
6

C

1
1

3

1
1
5
.
7

8
8
.
6

3
0
.
6
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

3
.
2
%
12
7

D

1
1

3

1
1
5
.
2

8
8
.
5

3
0
.
1
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

2
.
7
%
12
8

C

1
0

3

1
1
5
.
5

8
8
.
7

3
0
.
2
%

8
9
.
9

9
8
.
7
%

2
7
.
4
%

2
.
8
%
12
9

D

1
0

3

1
1
5
.
8

8
8
.
6

3
0
.
7
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

3
.
3
%
13
0

C

9

3

1
1
5
.
0

8
8
.
1

3
0
.
6
%

8
9
.
9

9
7
.
9
%

2
7
.
4
%

3
.
2
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

2
1
4
2
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

1
2
Te
s
t

R
e
t
e
s
t

W
e
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
13
1

D

9

3

1
1
6
.
1

8
9
.
2

3
0
.
2
%

8
9
.
9

9
9
.
2
%

2
7
.
4
%

2
.
8
%
13
2

E

9

3

1
1
6
.
5

8
9
.
6

3
0
.
0
%

8
9
.
9

9
9
.
7
%

2
7
.
4
%

2
.
6
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

2
1
4
2
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

1
3
Te
s
t

R
e
t
e
s
t

W
e
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
13
3

E

1
2

4

1
1
5
.
9

8
9
.
3

2
9
.
8
%

8
9
.
9

9
9
.
3
%

2
7
.
4
%

2
.
4
%
13
4

E

1
1

4

1
1
5
.
3

8
8
.
7

3
0
.
0
%

8
9
.
9

9
8
.
7
%

2
7
.
4
%

2
.
6
%
13
5

F

1
1

4

1
1
5
.
6

8
8
.
8

3
0
.
2
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

2
.
8
%
13
6

F

1
2

4

1
1
5
.
2

8
8
.
1

3
0
.
7
%

8
9
.
9

9
8
.
0
%

2
7
.
4
%

3
.
3
%
13
7

E

1
0

4

1
1
5
.
6

8
8
.
7

3
0
.
3
%

8
9
.
9

9
8
.
7
%

2
7
.
4
%

2
.
9
%
13
8

F

1
0

4

1
1
5
.
3

8
8
.
4

3
0
.
4
%

8
9
.
9

9
8
.
4
%

2
7
.
4
%

3
.
0
%
13
9

G

1
0

4

1
1
5
.
1

8
8
.
5

3
0
.
0
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

2
.
6
%
14
0

F

9

4

1
1
5
.
8

8
8
.
7

3
0
.
6
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

3
.
2
%
14
1

H

1
0

4

1
1
5
.
8

8
8
.
5

3
0
.
8
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

3
.
4
%
14
2

G

9

4

1
1
5
.
3

8
8
.
2

3
0
.
7
%

8
9
.
9

9
8
.
1
%

2
7
.
4
%

3
.
3
%
14
3

G

1
2

4

1
1
5
.
2

8
8
.
1

3
0
.
8
%

8
9
.
9

9
8
.
0
%

2
7
.
4
%

3
.
4
%
14
4

G

1
1

4

1
1
5
.
8

8
8
.
9

3
0
.
2
%

8
9
.
9

9
8
.
9
%

2
7
.
4
%

2
.
8
%
14
5

H

1
1

4

1
1
5
.
5

8
8
.
8

3
0
.
1
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

2
.
7
%
14
6

H

1
2

4

1
1
5
.
3

8
8
.
4

3
0
.
4
%

8
9
.
9

9
8
.
4
%

2
7
.
4
%

3
.
0
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

2
1
4
2
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

1
4
Te
s
t

R
e
t
e
s
t

W
e
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
14
7

I

1
2

4

1
1
5
.
6

8
8
.
9

3
0
.
0
%

8
9
.
9

9
8
.
9
%

2
7
.
4
%

2
.
6
%
14
8

I

1
1

4

1
1
5
.
1

8
8
.
1

3
0
.
7
%

8
9
.
9

9
8
.
0
%

2
7
.
4
%

3
.
3
%
14
9

E

1
3

4

1
1
5
.
6

8
8
.
8

3
0
.
2
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

2
.
8
%
15
0

E

1
4

4

1
1
5
.
3

8
8
.
6

3
0
.
1
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

2
.
7
%
15
1

F

1
3

4

1
1
5
.
1

8
8
.
1

3
0
.
7
%

8
9
.
9

9
8
.
0
%

2
7
.
4
%

3
.
3
%
15
2

F

1
4

4

1
1
5
.
8

8
8
.
9

3
0
.
3
%

8
9
.
9

9
8
.
9
%

2
7
.
4
%

2
.
9
%
15
3

G

1
3

4

1
1
6
.
0

8
8
.
9

3
0
.
5
%

8
9
.
9

9
8
.
9
%

2
7
.
4
%

3
.
1
%
15
4

G

1
4

4

1
1
6
.
9

8
9
.
4

3
0
.
7
%

8
9
.
9

9
9
.
5
%

2
7
.
4
%

3
.
3
%
15
5

H

1
3

4

1
1
6
.
2

8
8
.
8

3
0
.
8
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

3
.
4
%
15
6

H

1
4

4

1
1
6
.
4

8
9
.
3

3
0
.
3
%

8
9
.
9

9
9
.
4
%

2
7
.
4
%

2
.
9
%
15
7

I

1
4

4

1
1
6
.
1

8
9
.
2

3
0
.
1
%

8
9
.
9

9
9
.
3
%

2
7
.
4
%

2
.
7
%
15
8

I

1
3

4

1
1
5
.
4

8
8
.
3

3
0
.
7
%

8
9
.
9

9
8
.
2
%

2
7
.
4
%

3
.
3
%
15
9

I

1
2

4

1
1
5
.
7

8
8
.
4

3
0
.
9
%

8
9
.
9

9
8
.
3
%

2
7
.
4
%

3
.
5
%
16
0

J

1
2

4

1
1
5
.
2

8
8
.
0

3
0
.
9
%

8
9
.
9

9
7
.
9
%

2
7
.
4
%

3
.
5
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

2
1
4
2
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

1
5
Te
s
t

R
e
t
e
s
t

W
e
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
16
1

J

1
3

4

1
1
5
.
4

8
8
.
8

2
9
.
9
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

2
.
5
%
16
2

J

1
4

4

1
1
5
.
9

8
9
.
0

3
0
.
2
%

8
9
.
9

9
9
.
0
%

2
7
.
4
%

2
.
8
%
16
3

K

1
4

4

1
1
5
.
5

8
9
.
1

2
9
.
6
%

8
9
.
9

9
9
.
1
%

2
7
.
4
%

2
.
2
%
16
4

D

1
4

4

1
1
5
.
3

8
8
.
5

3
0
.
3
%

8
9
.
9

9
8
.
4
%

2
7
.
4
%

2
.
9
%
16
5

C

1
4

4

1
1
5
.
2

8
8
.
1

3
0
.
7
%

8
9
.
9

9
8
.
0
%

2
7
.
4
%

3
.
3
%
16
6

C

1
3

4

1
1
5
.
5

8
8
.
8

3
0
.
1
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

2
.
7
%
16
7

D

1
3

4

1
1
5
.
8

8
8
.
7

3
0
.
5
%

8
9
.
9

9
8
.
7
%

2
7
.
4
%

3
.
1
%
16
8

C

1
2

4

1
1
5
.
9

8
9
.
0

3
0
.
2
%

8
9
.
9

9
9
.
0
%

2
7
.
4
%

2
.
8
%
16
9

D

1
2

4

1
1
6
.
0

8
8
.
7

3
0
.
8
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

3
.
4
%
17
0

C

1
1

4

1
1
6
.
7

8
9
.
4

3
0
.
6
%

8
9
.
9

9
9
.
4
%

2
7
.
4
%

3
.
2
%
17
1

D

1
1

4

1
1
6
.
4

8
9
.
5

3
0
.
0
%

8
9
.
9

9
9
.
6
%

2
7
.
4
%

2
.
6
%
17
2

C

1
0

4

1
1
5
.
2

8
8
.
1

3
0
.
7
%

8
9
.
9

9
8
.
0
%

2
7
.
4
%

3
.
3
%
17
3

D

1
0

4

1
1
6
.
0

8
9
.
2

3
0
.
0
%

8
9
.
9

9
9
.
3
%

2
7
.
4
%

2
.
6
%
17
4

C

9

4

1
1
6
.
3

8
9
.
4

3
0
.
1
%

8
9
.
9

9
9
.
4
%

2
7
.
4
%

2
.
7
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

2
1
4
2
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

1
6
Te
s
t

R
e
t
e
s
t
We
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
17
5
D

9

4

1
1
6
.
2

8
9
.
0

3
0
.
5
%

8
9
.
9

9
9
.
0
%

2
7
.
4
%

3
.
1
%
17
6
E

9

4

1
1
5
.
9

8
8
.
5

3
0
.
9
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

3
.
5
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

2
1
4
2
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

1
7
Te
s
t

R
e
t
e
s
t
We
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
17
7
D

8

1

1
1
6
.
0

8
9
.
2

3
0
.
1
%

8
9
.
9

9
9
.
2
%

2
7
.
4
%

2
.
7
%
17
8
D

7

1

1
1
5
.
9

8
8
.
8

3
0
.
5
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

3
.
1
%
17
9
E

8

1

1
1
5
.
5

8
8
.
8

3
0
.
0
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

2
.
6
%
18
0
E

7

1

1
1
5
.
3

8
8
.
1

3
0
.
9
%

8
9
.
9

9
8
.
0
%

2
7
.
4
%

3
.
5
%
18
1
F

8

1

1
1
5
.
2

8
8
.
5

3
0
.
1
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

2
.
7
%
18
2
F

7

1

1
1
5
.
8

8
8
.
9

3
0
.
2
%

8
9
.
9

9
8
.
9
%

2
7
.
4
%

2
.
8
%
18
3
G

7

1

1
1
5
.
7

8
8
.
5

3
0
.
7
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

3
.
3
%
18
4
D

8

2

1
1
6
.
3

8
9
.
5

3
0
.
0
%

8
9
.
9

9
9
.
5
%

2
7
.
4
%

2
.
6
%
18
5
D

7

2

1
1
6
.
7

8
9
.
2

3
0
.
8
%

8
9
.
9

9
9
.
2
%

2
7
.
4
%

3
.
4
%
18
6
E

8

2

1
1
5
.
1

8
8
.
4

3
0
.
2
%

8
9
.
9

9
8
.
3
%

2
7
.
4
%

2
.
8
%
18
7
E

7

2

1
1
5
.
7

8
8
.
8

3
0
.
3
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

2
.
9
%
18
8
F

8

2

1
1
6
.
2

8
9
.
2

3
0
.
2
%

8
9
.
9

9
9
.
3
%

2
7
.
4
%

2
.
8
%
18
9
F

7

2

1
1
5
.
1

8
8
.
1

3
0
.
7
%

8
9
.
9

9
8
.
0
%

2
7
.
4
%

3
.
3
%
19
0
G

7

2

1
1
5
.
9

8
9
.
1

3
0
.
1
%

8
9
.
9

9
9
.
1
%

2
7
.
4
%

2
.
7
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

2
1
4
2
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

1
8
Te
s
t

R
e
t
e
s
t
We
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
19
1
D

8

3

1
1
6
.
4

8
9
.
7

2
9
.
7
%

8
9
.
9

9
9
.
8
%

2
7
.
4
%

2
.
3
%
19
2
D

7

3

1
1
6
.
8

9
0
.
3

2
9
.
4
%

8
9
.
9

1
0
0
.
4
%

2
7
.
4
%

2
.
0
%
19
3
E

8

3

1
1
6
.
9

8
9
.
9

3
0
.
1
%

8
9
.
9

9
9
.
9
%

2
7
.
4
%

2
.
7
%
19
4
E

7

3

1
1
6
.
2

8
8
.
8

3
0
.
8
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

3
.
4
%
19
5
F

8

3

1
1
6
.
6

8
9
.
7

3
0
.
0
%

8
9
.
9

9
9
.
8
%

2
7
.
4
%

2
.
6
%
19
6
F

7

3

1
1
5
.
7

8
8
.
7

3
0
.
5
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

3
.
1
%
19
7
G

7

3

1
1
5
.
3

8
8
.
6

3
0
.
2
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

2
.
8
%
19
8
D

8

4

1
1
6
.
8

8
9
.
4

3
0
.
6
%

8
9
.
9

9
9
.
5
%

2
7
.
4
%

3
.
2
%
19
9
D

7

4

1
1
5
.
0

8
7
.
9

3
0
.
8
%

8
9
.
9

9
7
.
8
%

2
7
.
4
%

3
.
4
%
20
0
E

8

4

1
1
5
.
9

8
9
.
1

3
0
.
1
%

8
9
.
9

9
9
.
1
%

2
7
.
4
%

2
.
7
%
20
1
E

7

4

1
1
5
.
6

8
8
.
9

3
0
.
0
%

8
9
.
9

9
8
.
9
%

2
7
.
4
%

2
.
6
%
20
2
F

8

4

1
1
5
.
3

8
8
.
7

3
0
.
0
%

8
9
.
9

9
8
.
7
%

2
7
.
4
%

2
.
6
%
20
3
F

7

4

1
1
5
.
7

8
8
.
5

3
0
.
7
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

3
.
3
%
20
4
G

7

4

1
1
5
.
2

8
8
.
7

2
9
.
9
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

2
.
5
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

2
1
4
2
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

1
9
Te
s
t

R
e
t
e
s
t
We
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
20
5
D

6

1

1
1
5
.
8

8
8
.
9

3
0
.
2
%

8
9
.
9

9
8
.
9
%

2
7
.
4
%

2
.
8
%
20
6
E

6

1

1
1
5
.
1

8
8
.
5

3
0
.
0
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

2
.
6
%
20
7
E

5

1

1
1
5
.
8

8
8
.
6

3
0
.
7
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

3
.
3
%
20
8
E

4

1

1
1
5
.
3

8
8
.
4

3
0
.
5
%

8
9
.
9

9
8
.
3
%

2
7
.
4
%

3
.
1
%
20
9
F

6

1

1
1
5
.
4

8
8
.
6

3
0
.
2
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

2
.
8
%
21
0
G

6

1

1
1
5
.
1

8
8
.
0

3
0
.
8
%

8
9
.
9

9
7
.
9
%

2
7
.
4
%

3
.
4
%
21
1
F

5

1

1
1
6
.
3

8
9
.
4

3
0
.
1
%

8
9
.
9

9
9
.
4
%

2
7
.
4
%

2
.
7
%
21
2
F

4

1

1
1
6
.
2

8
9
.
0

3
0
.
6
%

8
9
.
9

9
9
.
0
%

2
7
.
4
%

3
.
2
%
21
3
G

5

1

1
1
6
.
8

8
9
.
8

3
0
.
1
%

8
9
.
9

9
9
.
9
%

2
7
.
4
%

2
.
7
%
21
4
G

4

1

1
1
5
.
2

8
8
.
8

2
9
.
7
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

2
.
3
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

2
1
4
2
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

2
0
Te
s
t

R
e
t
e
s
t
We
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
21
5
D

6

2

1
1
5
.
2

8
8
.
5

3
0
.
2
%

8
9
.
9

9
8
.
4
%

2
7
.
4
%

2
.
8
%
21
6
E

6

2

1
1
5
.
8

8
9
.
1

3
0
.
0
%

8
9
.
9

9
9
.
1
%

2
7
.
4
%

2
.
6
%
21
7
E

5

2

1
1
5
.
0

8
8
.
1

3
0
.
6
%

8
9
.
9

9
7
.
9
%

2
7
.
4
%

3
.
2
%
21
8
E

4

2

1
1
5
.
2

8
8
.
5

3
0
.
1
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

2
.
7
%
21
9
F

6

2

1
1
6
.
7

8
9
.
2

3
0
.
9
%

8
9
.
9

9
9
.
2
%

2
7
.
4
%

3
.
5
%
22
0
G

6

2

1
1
6
.
3

8
9
.
5

3
0
.
0
%

8
9
.
9

9
9
.
5
%

2
7
.
4
%

2
.
6
%
22
1
F

5

2

1
1
5
.
2

8
8
.
2

3
0
.
6
%

8
9
.
9

9
8
.
1
%

2
7
.
4
%

3
.
2
%
22
2
F

4

2

1
1
5
.
8

8
9
.
1

2
9
.
9
%

8
9
.
9

9
9
.
2
%

2
7
.
4
%

2
.
5
%
22
3
G

5

2

1
1
5
.
1

8
8
.
9

2
9
.
4
%

8
9
.
9

9
8
.
9
%

2
7
.
4
%

2
.
0
%
22
4
G

4

2

1
1
5
.
3

8
8
.
6

3
0
.
1
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

2
.
7
%
22
5
D

6

3

1
1
6
.
7

8
9
.
2

3
0
.
8
%

8
9
.
9

9
9
.
2
%

2
7
.
4
%

3
.
4
%
22
6
E

6

3

1
1
5
.
3

8
8
.
2

3
0
.
7
%

8
9
.
9

9
8
.
1
%

2
7
.
4
%

3
.
3
%
22
7
E

5

3

1
1
6
.
6

8
9
.
6

3
0
.
1
%

8
9
.
9

9
9
.
7
%

2
7
.
4
%

2
.
7
%
22
8
E

4

3

1
1
5
.
0

8
8
.
3

3
0
.
3
%

8
9
.
9

9
8
.
2
%

2
7
.
4
%

2
.
9
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

2
1
4
2
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

2
1
Te
s
t

R
e
t
e
s
t
We
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
22
9
F

6

3

1
1
6
.
2

8
9
.
4

3
0
.
0
%

8
9
.
9

9
9
.
4
%

2
7
.
4
%

2
.
6
%
23
0
G

6

3

1
1
5
.
8

8
8
.
8

3
0
.
4
%

8
9
.
9

9
8
.
8
%

2
7
.
4
%

3
.
0
%
23
1
F

5

3

1
1
6
.
0

8
9
.
4

2
9
.
7
%

8
9
.
9

9
9
.
5
%

2
7
.
4
%

2
.
3
%
23
2
F

4

3

1
1
6
.
3

8
9
.
4

3
0
.
1
%

8
9
.
9

9
9
.
4
%

2
7
.
4
%

2
.
7
%
23
3
G

5

3

1
1
5
.
2

8
8
.
1

3
0
.
8
%

8
9
.
9

9
8
.
0
%

2
7
.
4
%

3
.
4
%
23
4
G

4

3

1
1
5
.
0

8
8
.
3

3
0
.
3
%

8
9
.
9

9
8
.
2
%

2
7
.
4
%

2
.
9
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
PR
O
J
E
C
T
:

G
a
s
t
o
n

C
o
u
n
t
y

L
F
PR
O
J
E
C
T

#
:

2
1
4
2
0
DA
T
E
:

2
0
1
6

D
e
c
-
2
0
1
7

F
e
b
PA
G
E

2
2
Te
s
t

R
e
t
e
s
t
We
t

D
r
y

M
o
i
s
t
u
r
e

P
r
o
c
t
o
r

C
o
m
p
a
c
t
i
o
n

O
p
t
i
m
u
m

D
e
v
i
a
t
i
o
n

C
o
m
m
e
n
t
s

S
h
e
l
b
y

T
u
b
e

ID

o
f
St
a
t
i
o
n
Of
f
s
e
t

L
i
f
t
De
n
s
i
t
y

D
e
n
s
i
t
y
(%
)

(
P
C
F
)

(
%
)

M
o
i
s
t
u
r
e

f
r
o
m

O
p
t
.

D
C

/

S
C

I
D
23
5
D

6

4

1
1
5
.
3

8
8
.
5

3
0
.
3
%

8
9
.
9

9
8
.
4
%

2
7
.
4
%

2
.
9
%
23
6
E

6

4

1
1
5
.
8

8
8
.
6

3
0
.
7
%

8
9
.
9

9
8
.
6
%

2
7
.
4
%

3
.
3
%
23
7
E

5

4

1
1
5
.
1

8
8
.
5

3
0
.
0
%

8
9
.
9

9
8
.
5
%

2
7
.
4
%

2
.
6
%
23
8
E

4

4

1
1
6
.
2

8
9
.
3

3
0
.
1
%

8
9
.
9

9
9
.
4
%

2
7
.
4
%

2
.
7
%
23
9
F

6

4

1
1
6
.
9

9
0
.
1

2
9
.
7
%

8
9
.
9

1
0
0
.
3
%

2
7
.
4
%

2
.
3
%
24
0
G

6

4

1
1
5
.
0

8
9
.
0

2
9
.
2
%

8
9
.
9

9
9
.
0
%

2
7
.
4
%

1
.
8
%
24
1
F

5

4

1
1
5
.
4

8
9
.
0

2
9
.
6
%

8
9
.
9

9
9
.
0
%

2
7
.
4
%

2
.
2
%
24
2
F

4

4

1
1
5
.
1

8
8
.
5

3
0
.
1
%

8
9
.
9

9
8
.
4
%

2
7
.
4
%

2
.
7
%
24
3
G

5

4

1
1
6
.
2

8
8
.
9

3
0
.
7
%

8
9
.
9

9
8
.
9
%

2
7
.
4
%

3
.
3
%
24
4
G

4

4

1
1
5
.
7

8
8
.
5

3
0
.
8
%

8
9
.
9

9
8
.
4
%

2
7
.
4
%

3
.
4
%
DC

=

D
r
i
v
e

C
y
l
i
n
d
e
r
,

S
C

=

S
a
n
d

C
o
n
e
,

O
p
t

=

O
p
t
i
m
u
m

M
o
i
s
t
u
r
e
,

P
C
F

=

p
o
u
n
d
s

p
e
r

c
u
b
i
c

f
o
o
t
FI
E
L
D

D
E
N
S
I
T
Y

T
E
S
T
Soil Liner As-Built Map
I, STEVEN P. CARSON, CERTIFY THAT THE AS-BUILTS SHOWN ON THISPLAN WERE OBTAINED BY FIELD SURVEYS CONDUCTED UNDER MYSUPERVISION, ON THE DATES LISTED UNDER NOTES. THIS IS NOT ABOUNDARY SURVEY. WITNESS MY HAND AND SEAL THIS ____ DAY OF___________, 2017.__________________________________________________PROFESSIONAL LAND SURVEYOR NC NO. L-4752DATE NOTES1. FIELD WORK FOR SURVEY COMPLETED ON JANUARY 5, 12, 13, & 16, 2017.2. WETLANDS ARE NOT ADDRESSED BY THIS SURVEY.3. ONLY COPIES OF THIS SURVEY WITH THE LAND SURVEYOR'S ORIGINAL SIGNATURE & AN ORIGINAL EMBOSSED, INK OR SCANNED SEAL ARE THE PRODUCT OF THE LAND SURVEYOR.4. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSE AGREED TO BETWEEN THE CLIENT AND SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT.5. THIS PARCEL MAY BE SUBJECT TO EASEMENTS OR RIGHTS OF OTHERS THAT HAVE NOT BEEN DISCLOSED ON THIS MAP.6. HORIZONTAL AND VERTICAL CONTROL PROVIDED BY HDR ENGINEERING INC. OF THE CAROLINAS.7. REFERENCE PROVIDED PLANS TITLED: "CONSTRUCTION PLANS, UNIT II PHASE 2, MUNICIPAL SOLID WASTE LANDFILL" DATED SEPTEMBER 2016.8. SEE CONFORMANCE TABLE FOR POINT VERIFICATION.PER CONSTRUCTION PLANS
CLAY LINER AS-BUILT SURVEY
Gaston County Landfill
Unit II - Phase 2
Gaston County, North Carolina
BATEMAN CIVIL SURVEY COMPANY
ENGINEERS ● SURVEYORS ● PLANNERS
2524 RELIANCE AVENUE, APEX, NORTH CAROINA
PHONE: [phone] FAX: [phone]
[e-mail]
NCBELS FIRM# C-2378
S
U
R
V
E
Y
3

O
F

6
BENCHMARK #1CONCRETE MONUMENTN:602777.20'E:1352937.71'ELV:797.43'
D
E
S
I
G
N
E
D

B
Y
:
D
R
A
W
N

B
Y
:

J
R
D
C
H
E
C
K
E
D

B
Y
:

S
P
C
S
C
A
L
E
:

1
"

=

4
0
'
D
A
T
E
:

0
1
/
1
8
/
2
0
1
7
P
R
O
J
E
C
T

N
U
M
B
E
R
:

1
6
0
6
1
8
1

i
n
c
h

=

f
t
.
(

I
N

F
E
E
T

)
G
R
A
P
H
I
C

S
C
A
L
E
0
2
0
1
6
0
4
0
8
0
4
0
4
0
P
R
O
P
O
S
E
D
L
I
M
I
T
S

O
F

W
A
S
T
E
C
L
A
Y

L
I
N
E
R
A
S
-
B
U
I
L
T

C
O
N
T
O
U
R
S
E
X
I
S
T
I
N
G

L
I
N
E
R
(
T
I
E
-
I
N
)
FEBRUARY 7TH
P
R
O
P
O
S
E
D
L
I
M
I
T
S

O
F

W
A
S
T
E
A
N
C
H
O
R

T
R
E
N
C
H
A
S
-
B
U
I
L
T
A
N
C
H
O
R

T
R
E
N
C
H
A
S
-
B
U
I
L
T
P
R
O
P
O
S
E
D
B
A
S
E

G
R
A
D
E
D
E
V
I
A
T
I
O
N

F
R
O
M
C
L
A
Y

L
I
N
E
R
D
E
V
I
A
T
I
O
N

F
R
O
M
P
R
O
T
E
C
T
I
V
E

C
O
V
E
R
D
E
V
I
A
T
I
O
N

F
R
O
M
P
O
I
N
T
B
A
S
E

G
R
A
D
E
A
S
-
B
U
I
L
T
P
R
O
P
O
S
E
D

B
A
S
E

T
O
A
S
-
B
U
I
L
T
C
L
A
Y

A
S
-
B
U
I
L
T

T
O
A
S
-
B
U
I
L
T
P
R
O
T
E
C
T
I
V
E

C
O
V
E
R
N
U
M
B
E
R
N
O
R
T
H
I
N
G
E
A
S
T
I
N
G
E
L
E
V
A
T
I
O
N
E
L
E
V
A
T
I
O
N
B
A
S
E

A
S
-
B
U
I
L
T
E
L
E
V
A
T
I
O
N
B
A
S
E

A
S
-
B
U
I
L
T
E
L
E
V
A
T
I
O
N
T
O

C
L
A
Y

A
S
B
U
I
L
T
8
5
5
6
0
1
7
2
3
.
3
2
1
3
5
2
2
1
0
.
2
8
N

/

A
7
4
1
.
3
8
N

/

A
7
4
3
.
3
8
2
.
0
0
8
5
6
6
0
1
7
1
8
.
2
1
1
3
5
2
2
5
9
.
2
3
N

/

A
7
4
1
.
5
3
N

/

A
7
4
3
.
5
5
2
.
0
2
8
5
7
6
0
1
7
1
3
.
0
7
1
3
5
2
3
0
8
.
1
7
N

/

A
7
4
1
.
8
5
N

/

A
7
4
3
.
8
6
2
.
0
1
8
5
8
6
0
1
7
0
8
.
7
8
1
3
5
2
3
5
7
.
1
9
N

/

A
7
4
2
.
3
3
N

/

A
7
4
4
.
3
3
2
.
0
0
8
5
9
6
0
1
7
0
4
.
6
9
1
3
5
2
4
0
6
.
2
3
N

/

A
7
4
2
.
7
6
N

/

A
7
4
4
.
8
1
2
.
0
5
8
6
0
6
0
1
7
0
0
.
5
7
1
3
5
2
4
5
5
.
2
7
N

/

A
7
4
3
.
2
2
N

/

A
7
4
5
.
2
3
2
.
0
1
8
6
1
6
0
1
7
1
3
.
8
1
1
3
5
2
5
0
0
.
7
8
N

/

A
7
4
8
.
6
0
N

/

A
7
5
0
.
6
5
2
.
0
5
8
6
2
6
0
1
7
2
6
.
4
6
1
3
5
2
5
4
6
.
4
8
N

/

A
7
5
3
.
6
0
N

/

A
7
5
5
.
6
3
2
.
0
3
8
6
3
6
0
1
7
2
9
.
0
2
1
3
5
2
6
0
0
.
0
1
N

/

A
7
5
5
.
6
0
N

/

A
7
5
7
.
6
1
2
.
0
1
8
6
4
6
0
1
7
3
0
.
2
3
1
3
5
2
6
5
3
.
6
0
N

/

A
7
5
7
.
3
2
N

/

A
7
5
9
.
3
3
2
.
0
1
8
6
5
6
0
1
7
2
0
.
6
3
1
3
5
2
7
0
4
.
4
9
N

/

A
7
5
4
.
1
4
N

/

A
7
5
6
.
1
4
2
.
0
0
8
6
6
6
0
1
7
1
6
.
2
2
1
3
5
2
7
5
3
.
7
5
N

/

A
7
5
4
.
0
6
N

/

A
7
5
6
.
0
9
2
.
0
3
8
6
7
6
0
1
7
1
2
.
9
9
1
3
5
2
8
0
3
.
5
1
N

/

A
7
5
3
.
9
0
N

/

A
7
5
5
.
9
1
2
.
0
1
8
6
8
6
0
1
7
1
1
.
4
7
1
3
5
2
8
5
3
.
2
5
N

/

A
7
5
3
.
7
0
N

/

A
7
5
5
.
7
0
2
.
0
0
8
6
9
6
0
1
7
1
0
.
6
7
1
3
5
2
8
9
3
.
2
1
N

/

A
7
5
3
.
7
0
N

/

A
7
5
5
.
7
2
2
.
0
2
8
7
0
6
0
1
7
1
0
.
1
3
1
3
5
2
9
3
3
.
1
5
N

/

A
7
5
3
.
9
5
N

/

A
7
5
5
.
9
9
2
.
0
4
8
7
1
6
0
1
7
0
9
.
8
9
1
3
5
2
9
8
7
.
4
8
N

/

A
7
6
7
.
5
8
N

/

A
7
6
7
.
6
3
N

/

A
8
7
2
6
0
1
7
5
3
.
8
2
1
3
5
2
9
8
5
.
0
7
7
6
8
.
9
1
7
6
8
.
9
1
0
.
0
0
7
6
8
.
9
5
N

/

A
8
7
3
6
0
2
3
1
5
.
6
4
1
3
5
2
6
1
1
.
9
0
7
3
4
.
5
5
7
3
4
.
5
4
-
0
.
0
1
7
3
6
.
5
8
2
.
0
4
8
7
4
6
0
2
2
8
8
.
5
9
1
3
5
2
5
9
3
.
0
7
7
3
3
.
5
0
7
3
3
.
4
8
-
0
.
0
2
7
3
5
.
6
8
2
.
2
0
8
7
5
6
0
2
2
4
8
.
2
4
1
3
5
2
5
6
3
.
6
9
7
3
1
.
8
0
7
3
1
.
7
3
-
0
.
0
7
7
3
3
.
9
9
2
.
2
6
8
7
6
6
0
2
2
0
8
.
1
3
1
3
5
2
5
3
3
.
9
6
7
3
0
.
1
5
7
3
0
.
1
1
-
0
.
0
4
7
3
2
.
3
7
2
.
2
6
8
7
7
6
0
2
1
6
7
.
8
7
1
3
5
2
5
0
4
.
4
5
7
2
8
.
4
7
7
2
8
.
4
1
-
0
.
0
6
7
3
0
.
7
6
2
.
3
6
8
7
8
6
0
2
1
2
7
.
7
5
1
3
5
2
4
7
4
.
7
4
7
2
6
.
8
0
7
2
6
.
7
0
-
0
.
1
0
7
2
8
.
8
6
2
.
1
6
8
7
9
6
0
2
0
8
8
.
0
1
1
3
5
2
4
4
5
.
7
6
7
2
5
.
1
3
7
2
5
.
1
3
0
.
0
0
7
2
7
.
5
2
2
.
3
9
8
8
0
6
0
2
0
4
9
.
4
1
1
3
5
2
4
2
2
.
6
3
7
2
4
.
3
0
7
2
4
.
2
9
-
0
.
0
1
7
2
6
.
4
9
2
.
2
0
8
8
1
6
0
2
0
0
1
.
3
7
1
3
5
2
4
0
0
.
1
1
7
2
4
.
0
5
7
2
3
.
9
6
-
0
.
0
9
7
2
6
.
0
3
2
.
0
7
8
8
2
6
0
1
9
5
3
.
2
5
1
3
5
2
3
7
7
.
7
7
7
2
3
.
8
3
7
2
3
.
4
9
-
0
.
3
4
7
2
5
.
5
1
2
.
0
2
8
8
3
6
0
1
9
2
4
.
4
0
1
3
5
2
3
5
5
.
4
4
7
2
3
.
2
5
7
2
3
.
2
5
0
.
0
0
7
2
5
.
6
3
2
.
3
8
8
8
4
6
0
1
9
8
6
.
6
6
1
3
5
2
9
1
3
.
2
0
7
4
7
.
7
9
7
4
7
.
7
9
0
.
0
0
7
5
0
.
0
1
2
.
2
1
8
8
8
6
0
2
1
7
1
.
1
8
1
3
5
2
8
7
8
.
8
2
7
4
7
.
2
2
7
4
7
.
2
2
0
.
0
0
7
4
9
.
2
3
2
.
0
1
8
8
9
6
0
2
2
2
3
.
0
2
1
3
5
2
8
6
8
.
4
1
7
4
7
.
0
0
7
4
6
.
9
7
-
0
.
0
3
7
4
9
.
1
1
2
.
1
4
8
9
0
6
0
2
2
7
4
.
8
4
1
3
5
2
8
5
8
.
7
5
7
4
7
.
0
4
7
4
7
.
0
0
-
0
.
0
4
7
4
9
.
3
1
2
.
3
1
8
9
1
6
0
1
9
9
8
.
2
4
1
3
5
2
9
6
6
.
3
2
7
6
5
.
9
2
7
6
5
.
6
8
-
0
.
2
4
7
6
5
.
9
6
N

/

A
8
9
2
6
0
2
0
3
8
.
5
6
1
3
5
2
9
5
7
.
5
3
7
6
5
.
3
3
7
6
5
.
2
6
-
0
.
0
7
7
6
5
.
3
6
N

/

A
8
9
3
6
0
2
0
7
8
.
6
0
1
3
5
2
9
4
8
.
8
0
7
6
4
.
7
7
7
6
4
.
7
7
0
.
0
0
7
6
4
.
8
8
N

/

A
8
9
4
6
0
2
1
3
0
.
0
7
1
3
5
2
9
3
7
.
5
9
7
6
4
.
1
2
7
6
4
.
0
3
-
0
.
0
9
7
6
4
.
2
6
N

/

A
8
9
5
6
0
2
1
8
1
.
5
4
1
3
5
2
9
2
6
.
3
7
7
6
3
.
4
4
7
6
3
.
2
8
-
0
.
1
6
7
6
3
.
5
6
N

/

A
8
9
6
6
0
2
2
3
3
.
0
2
1
3
5
2
9
1
5
.
1
5
7
6
2
.
9
4
7
6
2
.
8
1
-
0
.
1
3
7
6
2
.
9
4
N

/

A
8
9
7
6
0
2
2
8
4
.
4
9
1
3
5
2
9
0
3
.
9
3
7
6
2
.
4
4
7
6
2
.
2
8
-
0
.
1
6
7
6
2
.
4
7
N

/

A
8
9
8
6
0
1
9
2
6
.
6
1
1
3
5
2
2
7
6
.
8
0
7
3
5
.
3
0
7
3
4
.
0
5
-
1
.
2
5
7
3
5
.
5
2
N

/

A
8
9
9
6
0
1
9
2
8
.
1
3
1
3
5
2
2
4
0
.
4
1
7
3
6
.
2
8
7
3
6
.
1
9
-
0
.
0
9
7
3
8
.
1
9
2
.
0
0
9
0
0
6
0
1
8
0
0
.
1
9
1
3
5
2
2
7
0
.
5
1
7
3
3
.
1
6
7
3
3
.
1
6
0
.
0
0
7
3
5
.
1
8
2
.
0
2
9
0
1
6
0
1
7
6
7
.
9
3
1
3
5
2
2
6
1
.
6
5
7
3
4
.
7
5
7
3
4
.
7
5
0
.
0
0
7
3
6
.
7
5
2
.
0
0
9
0
2
6
0
1
8
5
9
.
2
2
1
3
5
2
2
7
2
.
9
8
7
3
2
.
5
0
7
3
2
.
4
4
-
0
.
0
6
7
3
4
.
5
2
2
.
0
8
9
0
3
6
0
1
9
1
8
.
2
2
1
3
5
2
2
7
6
.
3
9
7
3
2
.
5
0
7
3
2
.
4
8
-
0
.
0
2
7
3
5
.
2
3
2
.
7
5
9
0
4
6
0
1
7
6
9
.
4
2
1
3
5
2
2
2
0
.
3
6
7
3
7
.
4
0
7
3
7
.
4
0
0
.
0
0
7
3
9
.
4
6
2
.
0
6
9
0
5
6
0
1
8
2
6
.
7
7
1
3
5
2
2
3
6
.
4
9
7
3
5
.
8
3
7
3
5
.
8
3
0
.
0
0
7
3
8
.
0
1
2
.
1
8
9
0
6
6
0
1
7
6
9
.
5
5
1
3
5
2
3
0
5
.
5
7
7
3
1
.
8
6
7
3
1
.
8
6
0
.
0
0
7
3
3
.
8
8
2
.
0
2
9
0
7
6
0
1
7
4
6
.
4
0
1
3
5
2
2
1
4
.
3
4
7
3
9
.
3
1
7
3
9
.
3
1
0
.
0
0
7
4
1
.
3
3
2
.
0
2
9
0
8
6
0
1
8
6
2
.
9
0
1
3
5
2
2
9
3
.
1
5
7
2
9
.
0
0
7
2
8
.
9
4
-
0
.
0
6
7
3
2
.
6
9
3
.
7
5
9
0
9
6
0
1
9
3
8
.
8
4
1
3
5
2
9
1
7
.
2
2
7
4
8
.
6
9
7
4
8
.
6
9
0
.
0
0
7
5
0
.
7
4
2
.
0
5
9
2
9
6
0
2
1
1
8
.
0
9
1
3
5
2
8
8
1
.
5
9
7
4
7
.
2
1
7
4
7
.
1
9
-
0
.
0
2
7
4
9
.
2
6
2
.
0
6
9
3
0
6
0
2
0
6
6
.
8
2
1
3
5
2
8
9
4
.
1
9
7
4
7
.
4
1
7
4
7
.
4
1
0
.
0
0
7
4
9
.
4
9
2
.
0
9
9
3
1
6
0
2
0
2
6
.
8
8
1
3
5
2
9
0
3
.
6
7
7
4
7
.
5
9
7
4
7
.
5
5
-
0
.
0
4
7
4
9
.
7
8
2
.
2
2
9
3
3
6
0
1
7
6
2
.
0
3
1
3
5
2
9
1
8
.
9
7
7
5
0
.
6
0
7
5
0
.
6
0
0
.
0
0
7
5
2
.
6
0
2
.
0
1
9
3
4
6
0
1
7
2
7
.
6
3
1
3
5
2
9
1
8
.
3
7
7
5
0
.
1
8
7
5
0
.
1
8
0
.
0
0
7
5
2
.
3
8
2
.
2
0
9
3
5
6
0
1
7
2
9
.
5
1
1
3
5
2
8
9
4
.
4
5
7
4
9
.
5
3
7
4
9
.
5
3
0
.
0
0
7
5
1
.
8
4
2
.
3
1
9
3
6
6
0
1
7
3
4
.
8
9
1
3
5
2
8
4
2
.
7
6
7
4
8
.
1
0
7
4
8
.
1
0
0
.
0
0
7
5
0
.
3
8
2
.
2
8
9
3
7
6
0
1
7
4
0
.
2
8
1
3
5
2
7
9
1
.
3
3
7
4
6
.
8
7
7
4
6
.
8
7
0
.
0
0
7
4
8
.
9
9
2
.
1
2
9
3
8
6
0
1
7
4
7
.
0
5
1
3
5
2
7
4
0
.
9
0
7
4
5
.
7
0
7
4
5
.
7
0
0
.
0
0
7
4
7
.
7
4
2
.
0
4
9
3
9
6
0
1
7
8
0
.
3
2
1
3
5
2
7
5
3
.
7
4
7
4
5
.
0
0
7
4
4
.
9
6
-
0
.
0
4
7
4
6
.
9
6
2
.
0
0
9
4
0
6
0
1
7
8
8
.
6
8
1
3
5
2
8
1
0
.
0
8
7
4
6
.
0
0
7
4
5
.
9
9
-
0
.
0
1
7
4
8
.
0
2
2
.
0
3
9
4
1
6
0
1
7
6
9
.
7
5
1
3
5
2
8
5
6
.
3
9
7
4
7
.
0
0
7
4
6
.
9
9
-
0
.
0
1
7
4
9
.
2
1
2
.
2
2
9
4
2
6
0
1
8
0
7
.
3
0
1
3
5
2
8
7
0
.
1
8
7
4
7
.
0
0
7
4
6
.
9
8
-
0
.
0
2
7
4
9
.
2
4
2
.
2
6
N

/

A
C
L
A
Y

T
O
P

F
A
L
L
S

O
U
T
S
I
D
E

P
R
O
P
O
S
E
D

L
I
M
I
T
S

O
F

W
A
S
T
E
.
PARTIAL CONFORMANCE TABLE
Gaston County Landfill
Unit II - Phase 2
Gaston County, North Carolina
BATEMAN CIVIL SURVEY COMPANY
ENGINEERS ● SURVEYORS ● PLANNERS
2524 RELIANCE AVENUE, APEX, NORTH CAROINA
PHONE: [phone] FAX: [phone]
[e-mail]
NCBELS FIRM# C-2378
S
U
R
V
E
Y
6

O
F

6
D
E
S
I
G
N
E
D

B
Y
:
D
R
A
W
N

B
Y
:

J
R
D
C
H
E
C
K
E
D

B
Y
:

S
P
C
S
C
A
L
E
:

N

/

A
D
A
T
E
:

0
2
/
0
7
/
2
0
1
7
P
R
O
J
E
C
T

N
U
M
B
E
R
:

1
6
0
6
1
8
PROPOSEDBASE GRADEDEVIATION FROMCLAY LINERDEVIATION FROMPROTECTIVE COVERDEVIATION FROMPOINTBASE GRADEAS-BUILTPROPOSED BASE TOAS-BUILTCLAY AS-BUILT TOAS-BUILTPROTECTIVE COVERNUMBERNORTHINGEASTINGELEVATIONELEVATIONBASE AS-BUILTELEVATIONBASE AS-BUILTELEVATIONTO CLAY ASBUILT518602376.511352593.87739.59739.590.00739.60N / A519602418.681352585.85740.79740.77-0.02740.83N / A520602461.091352577.38742.08742.080.00742.09N / A521602503.511352568.91743.38743.35-0.03743.45N / A522602546.301352560.37744.69744.36-0.33744.82N / A523602589.081352551.83746.00745.78-0.22746.02N / A524602631.881352543.28747.31747.03-0.28747.33N / A525602674.681352534.73748.62748.60-0.02748.68N / A526602728.281352566.19751.44751.40-0.04751.46N / A527602735.301352621.88753.24753.21-0.03753.28N / A528602739.401352654.45754.30754.26-0.04754.41N / A529602744.531352695.13755.62755.60-0.02755.79N / A530602694.771352724.90758.00757.99-0.01758.07N / A531602661.371352740.85758.37758.22-0.15758.39N / A532602608.611352766.05758.95758.87-0.08759.17N / A533602552.971352792.62759.57759.40-0.17759.61N / A534602497.521352819.11760.18760.180.00760.43N / A535602459.121352837.45760.61760.53-0.08760.83N / A536602404.061352863.74761.22761.17-0.05761.23N / A537602349.651352889.73761.82761.77-0.05762.02N / A545601940.601352978.88766.92766.90-0.02766.99N / A546601892.791352980.31767.68767.60-0.08767.75N / A547601845.021352981.74768.44768.41-0.03768.54N / A548601798.351352983.14769.18769.06-0.12769.20N / A580601771.171352349.50730.00729.99-0.01732.162.18581601771.291352390.19730.00730.000.00732.182.18582601771.411352430.89730.00730.000.00732.302.30583601766.261352460.17731.76731.75-0.01733.992.24584601777.231352511.38734.41734.33-0.08736.542.21585601788.201352562.59737.07737.06-0.02739.312.25586601784.761352605.08739.53739.48-0.05741.792.31587601781.311352647.58742.00741.68-0.32743.862.17588601780.241352700.45744.00743.88-0.12745.912.03593601796.441352919.58750.55750.550.00752.562.01594601843.181352920.40749.94749.940.00751.952.01595601891.021352921.25749.59749.590.00751.662.07604602330.281352849.17746.85746.84-0.01749.032.19605602384.701352823.19746.25746.17-0.08748.212.04606602407.181352812.46746.00745.83-0.17747.842.01607602438.871352795.06745.08744.92-0.16746.932.01608602476.241352774.54744.00743.85-0.15745.862.01609602530.441352745.45742.15742.150.00744.352.20610602584.941352716.49740.65740.62-0.03742.682.06611602636.621352689.04739.24739.15-0.09741.152.00612602667.111352672.84738.40738.37-0.03740.392.02613602689.991352660.68737.77737.71-0.06739.912.20614602683.741352628.38736.00735.98-0.02738.132.15615602638.701352577.43735.75735.750.00737.762.01616602595.281352582.84735.50735.49-0.01737.602.11617602551.871352588.26735.25735.21-0.04737.302.09618602508.451352593.67735.00734.98-0.02737.022.04619602465.271352598.31735.00734.91-0.09737.012.10620602422.091352602.94735.00734.95-0.05737.102.15621602378.911352607.58735.00734.93-0.07737.102.17622602335.781352612.21735.00734.91-0.09737.072.16637601899.621352321.19725.83725.830.00729.413.58638601894.161352371.18724.62724.61-0.01726.702.09639601837.881352361.26728.00727.97-0.03730.022.05640601838.041352416.38728.00727.95-0.05730.342.39641601889.451352415.79727.00726.97-0.03729.042.07642601938.151352433.67727.00726.90-0.10728.952.05643601986.851352451.55727.00726.88-0.12728.912.03644602035.571352469.43727.00726.91-0.09728.972.06645602053.331352475.93727.00726.96-0.04729.162.19646602094.331352477.37727.00726.94-0.06728.962.02647602108.311352501.95728.44728.39-0.05730.422.03648602153.721352524.25729.67729.61-0.06731.642.03649602199.141352546.55730.91730.84-0.07732.902.06650602284.471352598.85733.84733.79-0.05736.072.29651602233.551352584.25733.07733.00-0.07735.142.14652602182.641352569.64732.31732.25-0.06734.382.13653602131.721352555.04731.54731.48-0.06733.572.09654602080.811352540.44730.77730.75-0.01732.762.00655602029.871352525.83730.00729.87-0.13732.042.17656602016.651352520.97730.00729.92-0.08732.052.13657601967.931352503.08730.00729.90-0.10731.932.03658601919.231352485.19730.00730.000.00732.092.10659601870.541352467.30730.00729.94-0.06731.962.02660601825.421352450.73730.00730.000.00732.052.04661601808.191352497.65733.00732.97-0.03734.992.02662601853.311352514.23733.00732.90-0.10734.962.06663601902.001352532.11733.00732.96-0.04735.012.05664601950.701352550.00733.00732.98-0.02735.032.05665601999.421352567.90733.00732.96-0.04735.012.05666602019.401352592.98734.00733.91-0.09736.212.30667602038.191352610.27735.00734.98-0.02737.062.08668602078.171352611.57735.00734.95-0.05737.052.10669602129.571352613.23735.00734.90-0.10737.042.13670602180.961352614.90735.00734.92-0.08737.052.13671602232.351352616.56735.00734.96-0.04737.142.18672602283.751352618.23735.00734.93-0.07737.052.12673602338.771352619.98735.00734.99-0.01737.092.10674602379.231352618.82735.00734.96-0.04737.022.06675602422.511352617.57735.00734.97-0.03736.982.01676602465.791352616.33735.00734.98-0.02737.002.01677602509.071352615.09735.00734.97-0.03737.002.03678602552.741352618.41735.25735.21-0.04737.412.20
P
R
O
P
O
S
E
D
B
A
S
E

G
R
A
D
E
D
E
V
I
A
T
I
O
N

F
R
O
M
C
L
A
Y

L
I
N
E
R
D
E
V
I
A
T
I
O
N

F
R
O
M
P
R
O
T
E
C
T
I
V
E

C
O
V
E
R
D
E
V
I
A
T
I
O
N

F
R
O
M
P
O
I
N
T
B
A
S
E

G
R
A
D
E
A
S
-
B
U
I
L
T
P
R
O
P
O
S
E
D

B
A
S
E

T
O
A
S
-
B
U
I
L
T
C
L
A
Y

A
S
-
B
U
I
L
T

T
O
A
S
-
B
U
I
L
T
P
R
O
T
E
C
T
I
V
E

C
O
V
E
R
N
U
M
B
E
R
N
O
R
T
H
I
N
G
E
A
S
T
I
N
G
E
L
E
V
A
T
I
O
N
E
L
E
V
A
T
I
O
N
B
A
S
E

A
S
-
B
U
I
L
T
E
L
E
V
A
T
I
O
N
B
A
S
E

A
S
-
B
U
I
L
T
E
L
E
V
A
T
I
O
N
T
O

C
L
A
Y

A
S
B
U
I
L
T
6
7
9
6
0
2
5
9
6
.
4
1
1
3
5
2
6
2
1
.
7
3
7
3
5
.
5
0
7
3
5
.
4
8
-
0
.
0
2
7
3
7
.
7
3
2
.
2
5
6
8
0
6
0
2
6
4
0
.
9
7
1
3
5
2
6
5
5
.
6
6
7
3
7
.
4
2
7
3
7
.
4
1
-
0
.
0
1
7
3
9
.
4
2
2
.
0
1
6
8
1
6
0
2
5
9
7
.
6
7
1
3
5
2
6
6
5
.
4
0
7
3
7
.
8
8
7
3
7
.
8
2
-
0
.
0
6
7
4
0
.
0
0
2
.
1
8
6
8
2
6
0
2
5
5
4
.
3
7
1
3
5
2
6
7
5
.
1
4
7
3
8
.
3
5
7
3
8
.
3
3
-
0
.
0
2
7
4
0
.
3
6
2
.
0
3
6
8
3
6
0
2
5
1
0
.
2
0
1
3
5
2
6
5
4
.
6
2
7
3
7
.
1
6
7
3
7
.
0
4
-
0
.
1
2
7
3
9
.
0
9
2
.
0
5
6
8
4
6
0
2
5
1
1
.
3
4
1
3
5
2
6
9
4
.
1
6
7
3
9
.
3
2
7
3
9
.
3
0
-
0
.
0
2
7
4
1
.
3
1
2
.
0
1
6
8
5
6
0
2
5
1
2
.
4
7
1
3
5
2
7
3
3
.
6
9
7
4
1
.
4
8
7
4
1
.
3
9
-
0
.
0
9
7
4
3
.
4
0
2
.
0
1
6
8
6
6
0
2
4
6
8
.
3
3
1
3
5
2
7
0
4
.
7
9
7
3
9
.
8
3
7
3
9
.
8
0
-
0
.
0
3
7
4
1
.
9
4
2
.
1
4
6
8
7
6
0
2
4
2
4
.
2
8
1
3
5
2
6
7
5
.
9
6
7
3
8
.
1
9
7
3
8
.
0
7
-
0
.
1
2
7
4
0
.
3
3
2
.
2
6
6
8
8
6
0
2
3
8
0
.
0
4
1
3
5
2
6
4
7
.
0
0
7
3
6
.
5
4
7
3
6
.
3
8
-
0
.
1
6
7
3
8
.
5
5
2
.
1
7
6
8
9
6
0
2
3
9
0
.
3
1
1
3
5
2
6
7
1
.
7
0
7
3
8
.
0
0
7
3
7
.
9
9
-
0
.
0
1
7
4
0
.
0
3
2
.
0
4
6
9
0
6
0
2
3
3
6
.
9
2
1
3
5
2
6
6
9
.
9
6
7
3
8
.
0
0
7
3
8
.
0
0
0
.
0
0
7
4
0
.
0
5
2
.
0
5
6
9
1
6
0
2
2
8
1
.
9
0
1
3
5
2
6
6
8
.
1
8
7
3
8
.
0
0
7
3
7
.
9
7
-
0
.
0
3
7
4
0
.
0
2
2
.
0
5
6
9
2
6
0
2
2
3
0
.
5
0
1
3
5
2
6
6
6
.
5
3
7
3
8
.
0
0
7
3
7
.
9
5
-
0
.
0
5
7
3
9
.
9
9
2
.
0
4
6
9
3
6
0
2
1
7
9
.
1
1
1
3
5
2
6
6
4
.
8
6
7
3
8
.
0
0
7
3
7
.
9
1
-
0
.
0
9
7
3
9
.
9
9
2
.
0
8
6
9
4
6
0
2
1
2
7
.
7
1
1
3
5
2
6
6
3
.
1
9
7
3
8
.
0
0
7
3
7
.
9
0
-
0
.
1
0
7
3
9
.
9
3
2
.
0
3
6
9
5
6
0
2
0
7
6
.
3
2
1
3
5
2
6
6
1
.
5
3
7
3
8
.
0
0
7
3
7
.
9
3
-
0
.
0
7
7
3
9
.
9
6
2
.
0
3
6
9
6
6
0
2
0
3
6
.
3
4
1
3
5
2
6
6
0
.
2
3
7
3
8
.
0
0
7
3
7
.
9
5
-
0
.
0
5
7
4
0
.
0
0
2
.
0
5
6
9
7
6
0
2
0
0
6
.
5
0
1
3
5
2
6
5
9
.
2
7
7
3
8
.
0
0
7
3
7
.
9
4
-
0
.
0
6
7
4
0
.
1
4
2
.
2
0
6
9
8
6
0
1
9
6
4
.
9
5
1
3
5
2
6
6
1
.
7
7
7
3
9
.
0
0
7
3
8
.
9
1
-
0
.
0
9
7
4
0
.
9
3
2
.
0
2
6
9
9
6
0
1
9
8
2
.
1
9
1
3
5
2
6
1
4
.
8
3
7
3
6
.
0
0
7
3
5
.
9
6
-
0
.
0
4
7
3
7
.
9
9
2
.
0
3
7
0
0
6
0
1
9
3
3
.
4
7
1
3
5
2
5
9
6
.
9
4
7
3
6
.
0
0
7
3
5
.
9
2
-
0
.
0
8
7
3
8
.
1
3
2
.
2
1
7
0
1
6
0
1
9
1
6
.
2
3
1
3
5
2
6
4
3
.
8
7
7
3
9
.
0
0
7
3
8
.
9
7
-
0
.
0
3
7
4
1
.
0
2
2
.
0
5
7
0
2
6
0
1
8
6
7
.
5
4
1
3
5
2
6
2
5
.
9
9
7
3
9
.
0
0
7
3
8
.
9
6
-
0
.
0
4
7
4
0
.
9
6
2
.
0
0
7
0
3
6
0
1
8
8
4
.
7
7
1
3
5
2
5
7
9
.
0
5
7
3
6
.
0
0
7
3
5
.
9
8
-
0
.
0
2
7
3
8
.
0
3
2
.
0
5
7
0
4
6
0
1
8
3
6
.
0
8
1
3
5
2
5
6
1
.
1
6
7
3
6
.
0
0
7
3
5
.
9
5
-
0
.
0
5
7
3
8
.
1
0
2
.
1
5
7
0
5
6
0
1
8
1
8
.
8
5
1
3
5
2
6
0
8
.
1
0
7
3
9
.
0
0
7
3
8
.
9
1
-
0
.
0
9
7
4
1
.
0
3
2
.
1
2
7
0
6
6
0
1
8
0
1
.
6
1
1
3
5
2
6
5
5
.
0
4
7
4
2
.
0
0
7
4
1
.
9
4
-
0
.
0
6
7
4
3
.
9
6
2
.
0
2
7
0
7
6
0
1
8
5
0
.
3
0
1
3
5
2
6
7
2
.
9
2
7
4
2
.
0
0
7
4
1
.
9
5
-
0
.
0
5
7
4
4
.
0
2
2
.
0
7
7
0
8
6
0
1
8
9
9
.
0
0
1
3
5
2
6
9
0
.
8
1
7
4
2
.
0
0
7
4
1
.
9
2
-
0
.
0
8
7
4
3
.
9
6
2
.
0
4
7
0
9
6
0
1
9
4
7
.
7
2
1
3
5
2
7
0
8
.
7
0
7
4
2
.
0
0
7
4
1
.
9
4
-
0
.
0
6
7
4
3
.
9
5
2
.
0
1
7
1
0
6
0
1
9
9
3
.
6
1
1
3
5
2
7
2
5
.
5
6
7
4
2
.
0
0
7
4
1
.
9
6
-
0
.
0
4
7
4
4
.
1
1
2
.
1
5
7
1
1
6
0
2
0
3
4
.
4
9
1
3
5
2
7
1
0
.
2
0
7
4
1
.
0
0
7
4
0
.
9
8
-
0
.
0
2
7
4
3
.
2
0
2
.
2
2
7
1
2
6
0
2
0
7
4
.
4
7
1
3
5
2
7
1
1
.
5
0
7
4
1
.
0
0
7
4
0
.
9
6
-
0
.
0
4
7
4
3
.
1
1
2
.
1
5
7
1
3
6
0
2
1
2
5
.
8
6
1
3
5
2
7
1
3
.
1
6
7
4
1
.
0
0
7
4
0
.
9
7
-
0
.
0
3
7
4
2
.
9
9
2
.
0
2
7
1
4
6
0
2
1
7
7
.
2
6
1
3
5
2
7
1
4
.
8
3
7
4
1
.
0
0
7
4
0
.
9
5
-
0
.
0
5
7
4
3
.
1
3
2
.
1
8
7
1
5
6
0
2
2
2
8
.
6
5
1
3
5
2
7
1
6
.
4
9
7
4
1
.
0
0
7
4
0
.
9
7
-
0
.
0
3
7
4
3
.
0
3
2
.
0
6
7
1
6
6
0
2
2
8
0
.
0
4
1
3
5
2
7
1
8
.
1
6
7
4
1
.
0
0
7
4
0
.
9
9
-
0
.
0
1
7
4
3
.
0
3
2
.
0
4
7
1
7
6
0
2
3
3
5
.
0
7
1
3
5
2
7
1
9
.
9
4
7
4
1
.
0
0
7
4
0
.
9
6
-
0
.
0
4
7
4
3
.
0
2
2
.
0
6
7
1
8
6
0
2
3
8
8
.
4
6
1
3
5
2
7
2
1
.
6
7
7
4
1
.
0
0
7
4
0
.
9
8
-
0
.
0
2
7
4
3
.
2
0
2
.
2
2
7
1
9
6
0
2
4
4
1
.
5
3
1
3
5
2
7
2
3
.
3
9
7
4
1
.
0
0
7
4
1
.
0
0
0
.
0
0
7
4
3
.
1
4
2
.
1
4
7
2
0
6
0
2
4
8
5
.
6
3
1
3
5
2
7
4
3
.
7
9
7
4
2
.
1
4
7
4
2
.
1
3
-
0
.
0
1
7
4
4
.
1
4
2
.
0
1
7
2
1
6
0
2
4
3
9
.
6
7
1
3
5
2
7
7
3
.
3
6
7
4
4
.
0
0
7
4
3
.
8
7
-
0
.
1
3
7
4
5
.
8
7
2
.
0
0
7
2
2
6
0
2
3
8
6
.
6
1
1
3
5
2
7
7
1
.
6
4
7
4
4
.
0
0
7
4
3
.
9
8
-
0
.
0
2
7
4
6
.
0
3
2
.
0
5
7
2
3
6
0
2
3
3
3
.
2
2
1
3
5
2
7
6
9
.
9
1
7
4
4
.
0
0
7
4
3
.
8
9
-
0
.
1
1
7
4
5
.
9
5
2
.
0
6
7
2
4
6
0
2
2
7
8
.
1
9
1
3
5
2
7
6
8
.
1
2
7
4
4
.
0
0
7
4
3
.
9
1
-
0
.
0
9
7
4
5
.
9
3
2
.
0
1
7
2
5
6
0
2
2
2
6
.
8
0
1
3
5
2
7
6
6
.
4
6
7
4
4
.
0
0
7
4
3
.
9
5
-
0
.
0
5
7
4
6
.
0
9
2
.
1
4
7
2
6
6
0
2
1
7
5
.
4
1
1
3
5
2
7
6
4
.
7
9
7
4
4
.
0
0
7
4
3
.
8
6
-
0
.
1
4
7
4
6
.
0
8
2
.
2
2
7
2
7
6
0
2
1
2
4
.
0
1
1
3
5
2
7
6
3
.
1
3
7
4
4
.
0
0
7
4
3
.
9
1
-
0
.
0
9
7
4
5
.
9
4
2
.
0
3
7
2
8
6
0
2
0
7
2
.
6
2
1
3
5
2
7
6
1
.
4
7
7
4
4
.
0
0
7
4
3
.
9
8
-
0
.
0
2
7
4
6
.
0
3
2
.
0
5
7
2
9
6
0
2
0
3
2
.
6
4
1
3
5
2
7
6
0
.
1
7
7
4
4
.
0
0
7
4
3
.
9
5
-
0
.
0
5
7
4
5
.
9
7
2
.
0
2
7
3
0
6
0
1
9
9
2
.
3
8
1
3
5
2
7
5
8
.
8
7
7
4
4
.
0
0
7
4
3
.
9
9
-
0
.
0
1
7
4
6
.
0
4
2
.
0
5
7
3
1
6
0
1
9
3
4
.
1
6
1
3
5
2
7
5
6
.
9
8
7
4
4
.
0
0
7
4
3
.
9
7
-
0
.
0
3
7
4
6
.
0
6
2
.
0
9
7
3
2
6
0
1
8
8
1
.
7
7
1
3
5
2
7
3
7
.
7
4
7
4
4
.
0
0
7
4
3
.
9
2
-
0
.
0
8
7
4
5
.
9
6
2
.
0
4
7
3
3
6
0
1
8
3
3
.
0
7
1
3
5
2
7
1
9
.
8
5
7
4
4
.
0
0
7
4
3
.
8
4
-
0
.
1
6
7
4
5
.
9
2
2
.
0
8
7
3
4
6
0
1
8
1
5
.
8
4
1
3
5
2
7
6
6
.
7
9
7
4
5
.
0
0
7
4
4
.
9
3
-
0
.
0
8
7
4
6
.
9
3
2
.
0
1
7
3
5
6
0
1
8
6
4
.
5
4
1
3
5
2
7
8
4
.
6
8
7
4
5
.
0
0
7
4
4
.
9
2
-
0
.
0
8
7
4
6
.
9
6
2
.
0
4
7
3
6
6
0
1
8
8
7
.
1
8
1
3
5
2
7
9
2
.
9
9
7
4
5
.
0
0
7
4
4
.
9
6
-
0
.
0
4
7
4
7
.
1
9
2
.
2
3
7
3
7
6
0
1
8
4
0
.
5
5
1
3
5
2
8
2
8
.
7
3
7
4
6
.
0
0
7
4
5
.
9
9
-
0
.
0
1
7
4
8
.
0
2
2
.
0
3
7
3
8
6
0
1
8
8
8
.
3
3
1
3
5
2
8
2
7
.
3
6
7
4
6
.
0
0
7
4
5
.
9
9
-
0
.
0
1
7
4
8
.
0
0
2
.
0
1
7
3
9
6
0
1
9
3
6
.
1
4
1
3
5
2
8
2
5
.
9
9
7
4
6
.
0
0
7
4
5
.
9
0
-
0
.
1
0
7
4
7
.
9
4
2
.
0
4
7
4
0
6
0
1
9
8
9
.
9
5
1
3
5
2
8
2
4
.
4
4
7
4
6
.
0
0
7
4
5
.
8
9
-
0
.
1
1
7
4
7
.
9
1
2
.
0
2
7
4
1
6
0
2
0
3
0
.
3
0
1
3
5
2
8
2
3
.
2
8
7
4
6
.
0
0
7
4
5
.
8
7
-
0
.
1
3
7
4
7
.
9
8
2
.
1
1
7
4
2
6
0
2
0
7
0
.
3
7
1
3
5
2
8
2
2
.
1
3
7
4
6
.
0
0
7
4
5
.
9
8
-
0
.
0
2
7
4
8
.
1
2
2
.
1
4
7
4
3
6
0
2
1
2
1
.
8
8
1
3
5
2
8
2
0
.
6
5
7
4
6
.
0
0
7
4
5
.
9
7
-
0
.
0
3
7
4
7
.
9
8
2
.
0
1
7
4
4
6
0
2
1
7
3
.
3
9
1
3
5
2
8
1
9
.
1
7
7
4
6
.
0
0
7
4
5
.
9
8
-
0
.
0
2
7
4
8
.
0
7
2
.
0
9
7
4
5
6
0
2
2
2
4
.
9
0
1
3
5
2
8
1
7
.
6
9
7
4
6
.
0
0
7
4
5
.
9
7
-
0
.
0
3
7
4
8
.
0
2
2
.
0
4
7
4
6
6
0
2
2
7
6
.
4
1
1
3
5
2
8
1
6
.
2
1
7
4
6
.
0
0
7
4
5
.
8
6
-
0
.
1
4
7
4
8
.
0
0
2
.
1
4
7
4
7
6
0
2
3
3
1
.
5
6
1
3
5
2
8
1
4
.
6
3
7
4
6
.
0
0
7
4
5
.
8
8
-
0
.
1
2
7
4
7
.
8
9
2
.
0
1
7
5
0
6
0
2
1
2
0
.
0
3
1
3
5
2
8
7
0
.
7
3
7
4
6
.
9
7
7
4
6
.
9
7
0
.
0
0
7
4
8
.
9
9
2
.
0
2
7
5
1
6
0
2
0
6
8
.
5
1
1
3
5
2
8
7
2
.
2
0
7
4
6
.
9
7
7
4
6
.
9
6
-
0
.
0
1
7
4
9
.
1
3
2
.
1
7
7
5
2
6
0
2
0
2
8
.
4
4
1
3
5
2
8
7
3
.
3
6
7
4
6
.
9
7
7
4
6
.
9
2
-
0
.
0
5
7
4
9
.
1
8
2
.
2
6
7
5
3
6
0
1
9
8
8
.
0
9
1
3
5
2
8
7
4
.
5
1
7
4
6
.
9
7
7
4
6
.
9
5
-
0
.
0
2
7
4
9
.
1
2
2
.
1
6
7
5
4
6
0
1
9
3
7
.
5
8
1
3
5
2
8
7
5
.
9
6
7
4
6
.
9
9
7
4
6
.
9
9
0
.
0
0
7
4
9
.
1
3
2
.
1
4
7
5
5
6
0
1
8
8
9
.
7
6
1
3
5
2
8
7
7
.
3
4
7
4
7
.
0
4
7
4
7
.
0
4
0
.
0
0
7
4
9
.
2
0
2
.
1
6
7
5
6
6
0
1
8
4
1
.
9
9
1
3
5
2
8
7
8
.
7
1
7
4
7
.
0
9
7
4
7
.
0
9
0
.
0
0
7
4
9
.
2
3
2
.
1
4
7
6
9
6
0
2
6
8
2
.
1
3
1
3
5
2
5
7
2
.
0
1
7
3
6
.
0
0
7
3
5
.
9
8
-
0
.
0
2
7
3
8
.
3
7
2
.
3
9
7
7
0
6
0
2
7
2
3
.
1
0
1
3
5
2
5
2
5
.
0
6
7
5
0
.
1
0
7
5
0
.
0
7
-
0
.
0
3
7
5
0
.
1
6
N

/

A
7
7
1
6
0
2
6
4
0
.
0
9
1
3
5
2
6
2
5
.
0
6
7
3
5
.
7
5
7
3
5
.
7
0
-
0
.
0
5
7
3
7
.
8
9
2
.
1
9
7
7
2
6
0
2
4
6
7
.
0
6
1
3
5
2
6
6
0
.
5
6
7
3
7
.
4
2
7
3
7
.
3
9
-
0
.
0
3
7
3
9
.
4
0
2
.
0
1
7
7
3
6
0
2
4
2
3
.
3
5
1
3
5
2
6
4
6
.
7
3
7
3
6
.
6
0
7
3
6
.
5
4
-
0
.
0
6
7
3
8
.
5
8
2
.
0
4
8
3
7
6
0
2
3
2
2
.
0
2
1
3
5
2
6
0
3
.
4
1
7
3
8
.
0
4
7
3
7
.
9
1
-
0
.
1
3
7
3
8
.
0
5
N

/

A
8
3
8
6
0
2
2
9
5
.
4
6
1
3
5
2
5
8
3
.
4
5
7
3
7
.
4
4
7
3
7
.
4
0
-
0
.
0
4
7
3
7
.
4
7
N

/

A
8
3
9
6
0
2
2
5
5
.
5
5
1
3
5
2
5
5
3
.
4
6
7
3
5
.
9
4
7
3
5
.
7
5
-
0
.
1
9
7
3
6
.
1
3
N

/

A
8
4
0
6
0
2
2
1
5
.
6
3
1
3
5
2
5
2
3
.
4
6
7
3
4
.
4
5
7
3
4
.
3
1
-
0
.
1
4
7
3
4
.
4
6
N

/

A
8
4
1
6
0
2
1
7
5
.
7
2
1
3
5
2
4
9
3
.
4
7
7
3
2
.
9
5
7
3
2
.
7
6
-
0
.
1
9
7
3
2
.
9
7
N

/

A
8
4
2
6
0
2
1
3
5
.
8
0
1
3
5
2
4
6
3
.
4
7
7
3
1
.
4
5
7
3
1
.
2
8
-
0
.
1
7
7
3
1
.
5
2
N

/

A
8
4
3
6
0
2
0
9
5
.
8
7
1
3
5
2
4
3
3
.
4
6
7
3
0
.
0
0
7
2
9
.
8
5
-
0
.
1
5
7
3
0
.
1
2
N

/

A
8
4
4
6
0
2
0
5
8
.
1
5
1
3
5
2
4
0
7
.
9
3
7
3
0
.
0
0
7
2
9
.
9
7
-
0
.
0
3
7
3
0
.
0
7
N

/

A
8
4
5
6
0
2
0
1
2
.
7
7
1
3
5
2
3
8
0
.
9
4
7
3
1
.
4
9
7
3
1
.
3
2
-
0
.
1
7
7
3
1
.
5
6
N

/

A
8
4
6
6
0
1
9
6
7
.
4
1
1
3
5
2
3
5
3
.
9
6
7
3
3
.
0
6
7
2
9
.
5
1
-
3
.
5
5
7
3
1
.
6
2
2
.
1
1
8
4
7
6
0
1
9
2
5
.
0
9
1
3
5
2
3
1
3
.
2
0
7
3
4
.
3
1
7
3
2
.
2
6
-
2
.
0
5
7
3
4
.
4
6
2
.
2
0
8
5
0
6
0
1
8
9
0
.
3
1
1
3
5
2
2
2
5
.
6
5
7
3
7
.
2
3
7
3
7
.
1
9
-
0
.
0
4
7
3
9
.
2
1
2
.
0
2
8
5
1
6
0
1
8
4
8
.
1
0
1
3
5
2
2
0
9
.
1
8
7
3
8
.
1
6
7
3
8
.
1
2
-
0
.
0
4
7
4
0
.
1
4
2
.
0
2
8
5
2
6
0
1
8
0
8
.
1
3
1
3
5
2
1
9
3
.
5
0
7
3
9
.
0
9
7
3
8
.
9
7
-
0
.
1
2
7
4
0
.
9
8
2
.
0
1
8
5
3
6
0
1
7
6
8
.
1
2
1
3
5
2
1
7
7
.
8
9
7
3
8
.
9
6
7
3
8
.
9
6
0
.
0
0
7
4
1
.
3
1
2
.
3
5
8
5
4
6
0
1
7
2
8
.
5
4
1
3
5
2
1
6
1
.
2
5
N

/

A
7
4
0
.
9
5
N

/

A
7
4
2
.
9
5
2
.
0
0
APPENDIX E
Geomembrane
GEOMEMBRANE LINER CERTIFICATION

Hallaton, Inc., provided and installed the geomembrane, which was manufactured by Agru America.
Based on CQC field testing and monitoring, CQA field monitoring, CQC/CQA laboratory testing
results, and the as-built drawing of the geomembrane liner, it is CHA’s professional opinion that the
Unit II Phase 2 – Cells 1 and 2 geomembrane was provided and installed in substantial accordance
with the approved Construction Plans and Specifications, and current NCDEQ solid waste rules and
regulations.

The services provided for this project were performed with the care and skill ordinarily exercised
by reputable members of the profession practicing under similar conditions at the same time and
in the same or similar locality. No warranty, expressed or implied, is made or intended by
rendition of these consulting services or by furnishing oral or written reports of the findings
made. This Report has been prepared for the exclusive use of the County.

Jack Miller, PE
CQA Manager
CHA Consulting, Inc.
N.C.P.E. No. 14131


Mr. Lonnie Burgess, T&K Construction LLC
Geosynthetic Liner Certification
Gaston County Landfill Unit II Phase 2 Expansion
DAA # R08281-06Q
February 14, 2017

2 of 5| Page

CQC personnel monitored the deployment of each geomembrane panel for the following:
Manufacturing defects; damage that may have occurred during shipment, storage and
handling; and damage resulting from installation activities, including damage as a
consequence of panel placement, seaming operations, and weather.
If damage to the geomembrane materials was observed, the geosynthetics installer was notified
and the damaged materials were either discarded or repaired as described in the CQC plan. CQC
personnel observed repairs, either during or after the repairs were complete. Details of
geomembrane panel placement were recorded by CQC personnel on geomembrane panel
deployment logs, which are attached.
Trial Seams
Prior to production seaming, the installer prepared geomembrane trial seams each day for each
piece of seaming equipment in the morning and after the lunch stoppage. The trial seaming
operations were observed by CQC personnel. If any of the test specimens failed, the welding
procedure was modified, two (2) new trial seams were fabricated, and the test procedures were
repeated (the two consecutive trial seams had to pass the test criteria for both peel and shear prior
to acceptance of the welding technician); and once a trial seam passed all tests, the technician was
authorized to proceed with production seaming.
Production Seams
Geomembrane production seaming operations were monitored continuously by DAA CQC
personnel. The majority of the geomembrane production seams were fabricated by the installer
using double-track fusion (i.e., hot wedge) welders. Geomembrane seam repairs were made using
hand-held extrusion welders. The geomembrane seams were visually examined for workmanship
and continuity. Geomembrane seaming logs are attached.
Nondestructive Seam Testing
Geomembrane nondestructive seam testing was monitored by CQC personnel. Geomembrane
seams were nondestructively tested by the geosynthetics installer for continuity using air pressure
or vacuum-box test procedures. Double-track fusion seams were tested using the air pressure test
procedure. The vacuum-box test procedure was used for seams made using extrusion welders.
Failed air pressure test seams were either reconstructed or capped and retested using the vacuum-
box test procedure. Leaks that were identified using the vacuum-box test procedure were repaired,
as described in the CQC Plan.
Air Pressure Testing
All double-track fusion seams were nondestructively tested using the air-pressure test procedure.
The air-pressure test procedure used by the installer was performed in the following manner:
Mr. Lonnie Burgess, T&K Construction LLC
Geosynthetic Liner Certification
Gaston County Landfill Unit II Phase 2 Expansion
DAA # R08281-06Q
February 14, 2017

3 of 5 | Page
The double-track seam was sealed off and inflated to a gauge pressure of approximately
30 psi with an air pump and observed over a five minute time period. If the pressure loss
exceeded 3 psi, or if the pressure did not stabilize, the seam was repaired in accordance
with the CQC Plan.
Results of air pressure testing indicated that all seams met the requirements of the CQC Plan and
can be found attached.
Vacuum-Box Testing
The vacuum-box test procedure was used by the installer to non-destructively test extrusion seams
and repairs. A vacuum-box was placed over the wetted area until a vacuum was established as
evidenced by a negative box pressure of approximately 5 psi (34 kPa) and the seam was examined
through the viewing window for a period of 15 seconds for the occurrence of air bubbles. Any
locations of any leaks were recorded for repair and the vacuum-box was shifted to the next location
to continue the process.
Results of vacuum-box testing indicated that all the seams met the requirements of the CQC Plan.
Vacuum-box test results are included with the geomembrane repair summary logs attached.
Destructive Seam Sample Testing
In accordance with the requirements of the CQC Plan, CQC personnel identified locations and
collected geomembrane seam samples for destructive seam testing. The samples were tested
on-site. A log of each destructive seam tests was maintained and is included in the attachments.
A total of 59 geomembrane destructive seam sample locations were identified by CQC personnel.
The number of destructive seam samples corresponds to an approximate frequency of one sample
per 399 linear feet of geomembrane seaming. This frequency is greater than the required frequency
of one sample per 500 linear feet of seam. Destructive samples were collected from completed
production seams and tested by TRI Environmental, Inc. in Austin, TX and
Draper Aden Associates in Richmond, VA.
For a destructive test on a seam sample to be considered as passing, the following seam strength
criteria had to be met on four out of the five tests performed on each of the on-site laboratory
destructive seam samples.
 Peel test. Observation of a Film Tearing Bond (FTB) and a minimum bonded seam
strength of 90 lb/in for fusion and extrusion and
 Shear test. A minimum bonded seam strength of 120 lb/in for fusion and extrusion.
During the liner system installation, five failures were recorded during laboratory destructive
sampling. If a destructive sample failed during either field or laboratory testing, the seam was
resampled to determine the limits of the failed section. Resampling of the seam was performed
Manufacturer Testing and Certification
HDPE Certifications
Cust:T & K Construction, LLC Doc#: 35165
PO#: 610-005 Gaston Co. LF
Dest: Dallas, NC
52 rolls 60HD micro (500)
roll # width length area check weld rod qty (if ordered)wgt resin lot #
ft. ft. ft².lbs.
G16D003483 23 500 11,500 60HD micro 52tot 1 4062 *2FT HGM610610
G16D003484 23 500 11,500 60HD micro 52tot 2 3980 HGM610610
G16D003487 23 500 11,500 60HD micro 52tot 3 4026 HGM610610
G16D003488 23 500 11,500 60HD micro 52tot 4 4116 HGM610610
G16D003489 23 500 11,500 60HD micro 52tot 5 4118 HGM610610
G16D003490 23 500 11,500 60HD micro 52tot 6 4118 HGM610610
G16D003491 23 500 11,500 60HD micro 52tot 7 4116 HGM610610
G16D003492 23 500 11,500 60HD micro 52tot 8 4108 HGM610610
G16D003493 23 500 11,500 60HD micro 52tot 9 4120 HGM610610
G16D003494 23 500 11,500 60HD micro 52tot 10 4120 HGM610610
G16D003495 23 500 11,500 60HD micro 52tot 11 4122 HGM610610
G16D003496 23 500 11,500 60HD micro 52tot 12 4108 HGM610610
G16F004400 23 500 11,500 60HD micro 52tot 13 3886 HGJ610320
G16F004401 23 500 11,500 60HD micro 52tot 14 3884 HGJ610320
G16F004402 23 500 11,500 60HD micro 52tot 15 3888 HGJ610320
G16F004403 23 500 11,500 60HD micro 52tot 16 3895 HGJ610320
G16F004410 23 500 11,500 60HD micro 52tot 17 3809 HGJ610320
G16F004411 23 500 11,500 60HD micro 52tot 18 3807 HGM610610
G16F004412 23 500 11,500 60HD micro 52tot 19 3800 HGM610610
G16F004413 23 500 11,500 60HD micro 52tot 20 3804 HGM610610
G16F004414 23 500 11,500 60HD micro 52tot 21 3799 HGM610610
G16F004415 23 500 11,500 60HD micro 52tot 22 3798 HGM610610
G16F004416 23 500 11,500 60HD micro 52tot 23 3795 HGM610610
G16F004417 23 500 11,500 60HD micro 52tot 24 3808 HGM610610
English
CONFORMANCE @ TRI TX; SHIP SAMPLES 2ND DAY 3'XRW UPS ACC# X2F354- T&K ACCT
T&K CONSTRUCTION LLC, Gaston CO LF, Dallas, NC doc 35165 list (52m).xls Page 1

60 HD MICROSPIKEHGM610610G16D003483ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.23
2.5
10 in Category 1
121
ONGOING
167
18432
29
Asperity
ASTM D7466
Top 35 mil
Grade:K307
2783
2775
3246
3060
17
16
404
551
59
56249.1
538.2
12/20/2016
psi
psi
TD ppiN/mm 167
ppi
29
MD N/mm 19534
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N262.4
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.89
OA#:35165
Quality Control Department
Maria Coffey
MIN:62
MAX:72
AVE:66
1.6
1.8
1.7
mm
mm
mm
Bottom 36 milmm.91

60 HD MICROSPIKEHGM610610G16D003484ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.23
2.5
10 in Category 1
121
ONGOING
167
18432
29
Asperity
ASTM D7466
Top 35 mil
Grade:K307
2783
2775
3246
3060
17
16
404
551
59
56249.1
538.2
12/20/2016
psi
psi
TD ppiN/mm 167
ppi
29
MD N/mm 19534
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N262.4
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.89
OA#:35165
Quality Control Department
Maria Coffey
MIN:63
MAX:72
AVE:67
1.6
1.8
1.7
mm
mm
mm
Bottom 34 milmm.86

60 HD MICROSPIKEHGM610610G16D003487ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.23
2.4
10 in Category 1
141
ONGOING
231
26546
40
Asperity
ASTM D7466
Top 31 mil
Grade:K307
4104
3844
4475
4422
19
14
445
546
74
78346.9
627.2
12/20/2016
psi
psi
TD ppiN/mm 246
ppi
43
MD N/mm 26947
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N329.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.79
OA#:35165
Quality Control Department
Maria Coffey
MIN:60
MAX:65
AVE:63
1.5
1.7
1.6
mm
mm
mm
Bottom 42 milmm1.07

60 HD MICROSPIKEHGM610610G16D003488ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.23
2.4
10 in Category 1
141
ONGOING
231
26546
40
Asperity
ASTM D7466
Top 32 mil
Grade:K307
4104
3844
4475
4422
19
14
445
546
74
78346.9
627.2
12/20/2016
psi
psi
TD ppiN/mm 246
ppi
43
MD N/mm 26947
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N329.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.81
OA#:35165
Quality Control Department
Maria Coffey
MIN:60
MAX:67
AVE:64
1.5
1.7
1.6
mm
mm
mm
Bottom 42 milmm1.07

60 HD MICROSPIKEHGM610610G16D003489ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.23
2.4
10 in Category 1
141
ONGOING
231
26546
40
Asperity
ASTM D7466
Top 35 mil
Grade:K307
4104
3844
4475
4422
19
14
445
546
74
78346.9
627.2
12/20/2016
psi
psi
TD ppiN/mm 246
ppi
43
MD N/mm 26947
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N329.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.89
OA#:35165
Quality Control Department
Maria Coffey
MIN:60
MAX:68
AVE:63
1.5
1.7
1.6
mm
mm
mm
Bottom 41 milmm1.04

60 HD MICROSPIKEHGM610610G16D003490ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.23
2.4
10 in Category 1
141
ONGOING
231
26546
40
Asperity
ASTM D7466
Top 31 mil
Grade:K307
4104
3844
4475
4422
19
14
445
546
74
78346.9
627.2
12/20/2016
psi
psi
TD ppiN/mm 246
ppi
43
MD N/mm 26947
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N329.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.79
OA#:35165
Quality Control Department
Maria Coffey
MIN:61
MAX:69
AVE:64
1.5
1.8
1.6
mm
mm
mm
Bottom 36 milmm.91

60 HD MICROSPIKEHGM610610G16D003491ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.23
2.4
10 in Category 1
141
ONGOING
231
26546
40
Asperity
ASTM D7466
Top 36 mil
Grade:K307
4104
3844
4475
4422
19
14
445
546
74
78346.9
627.2
12/20/2016
psi
psi
TD ppiN/mm 246
ppi
43
MD N/mm 26947
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N329.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.91
OA#:35165
Quality Control Department
Maria Coffey
MIN:62
MAX:70
AVE:67
1.6
1.8
1.7
mm
mm
mm
Bottom 37 milmm.94

60 HD MICROSPIKEHGM610610G16D003492ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.23
2.3
10 in Category 1
141
ONGOING
198
24343
35
Asperity
ASTM D7466
Top 35 mil
Grade:K307
3573
3302
4023
4049
21
14
436
583
74
78346.9
627.2
12/20/2016
psi
psi
TD ppiN/mm 214
ppi
38
MD N/mm 24142
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N329.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.89
OA#:35165
Quality Control Department
Maria Coffey
MIN:63
MAX:72
AVE:66
1.6
1.8
1.7
mm
mm
mm
Bottom 38 milmm.97

60 HD MICROSPIKEHGM610610G16D003493ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.23
2.3
10 in Category 1
141
ONGOING
198
24343
35
Asperity
ASTM D7466
Top 35 mil
Grade:K307
3573
3302
4023
4049
21
14
436
583
74
78346.9
627.2
12/20/2016
psi
psi
TD ppiN/mm 214
ppi
38
MD N/mm 24142
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N329.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.89
OA#:35165
Quality Control Department
Maria Coffey
MIN:63
MAX:77
AVE:69
1.6
2.0
1.8
mm
mm
mm
Bottom 36 milmm.91

60 HD MICROSPIKEHGM610610G16D003494ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.23
2.3
10 in Category 1
141
ONGOING
198
24343
35
Asperity
ASTM D7466
Top 35 mil
Grade:K307
3573
3302
4023
4049
21
14
436
583
74
78346.9
627.2
12/20/2016
psi
psi
TD ppiN/mm 214
ppi
38
MD N/mm 24142
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N329.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.89
OA#:35165
Quality Control Department
Maria Coffey
MIN:63
MAX:71
AVE:68
1.6
1.8
1.7
mm
mm
mm
Bottom 36 milmm.91

60 HD MICROSPIKEHGM610610G16D003495ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.23
2.6
10 in Category 1
141
ONGOING
198
24343
35
Asperity
ASTM D7466
Top 35 mil
Grade:K307
3573
3302
4023
4049
21
14
436
583
74
78346.9
627.2
12/20/2016
psi
psi
TD ppiN/mm 214
ppi
38
MD N/mm 24142
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N329.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.89
OA#:35165
Quality Control Department
Maria Coffey
MIN:63
MAX:73
AVE:69
1.6
1.9
1.8
mm
mm
mm
Bottom 36 milmm.91

60 HD MICROSPIKEHGM610610G16D003496ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.23
2.6
10 in Category 1
141
ONGOING
198
24343
35
Asperity
ASTM D7466
Top 35 mil
Grade:K307
3573
3302
4023
4049
21
14
436
583
74
78346.9
627.2
12/20/2016
psi
psi
TD ppiN/mm 214
ppi
38
MD N/mm 24142
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N329.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.89
OA#:35165
Quality Control Department
Maria Coffey
MIN:64
MAX:72
AVE:68
1.6
1.8
1.7
mm
mm
mm
Bottom 35 milmm.89

60 HD MICROSPIKEHGJ610320G16F004400ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
211
.945
.22
2.4
10 in Category 1
130
ONGOING
220
24743
38
Asperity
ASTM D7466
Top 26 mil
Grade:K307
3844
3659
4256
4118
18
14
451
563
77
73324.7
578.2
12/20/2016
psi
psi
TD ppiN/mm 231
ppi
40
MD N/mm 25545
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N342.5
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.66
OA#:35165
Quality Control Department
Maria Coffey
MIN:60
MAX:67
AVE:63
1.5
1.7
1.6
mm
mm
mm
Bottom 40 milmm1.02

60 HD MICROSPIKEHGJ610320G16F004401ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
211
.945
.22
2.4
10 in Category 1
130
ONGOING
220
24743
38
Asperity
ASTM D7466
Top 25 mil
Grade:K307
3844
3659
4256
4118
18
14
451
563
77
73324.7
578.2
12/20/2016
psi
psi
TD ppiN/mm 231
ppi
40
MD N/mm 25545
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N342.5
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:35165
Quality Control Department
Maria Coffey
MIN:60
MAX:68
AVE:63
1.5
1.7
1.6
mm
mm
mm
Bottom 33 milmm.84

60 HD MICROSPIKEHGJ610320G16F004402ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
211
.945
.22
2.4
10 in Category 1
130
ONGOING
220
24743
38
Asperity
ASTM D7466
Top 23 mil
Grade:K307
3844
3659
4256
4118
18
14
451
563
77
73324.7
578.2
12/20/2016
psi
psi
TD ppiN/mm 231
ppi
40
MD N/mm 25545
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N342.5
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.58
OA#:35165
Quality Control Department
Maria Coffey
MIN:61
MAX:66
AVE:63
1.5
1.7
1.6
mm
mm
mm
Bottom 33 milmm.84

60 HD MICROSPIKEHGJ610320G16F004403ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
211
.945
.22
2.3
10 in Category 1
130
ONGOING
220
24743
38
Asperity
ASTM D7466
Top 25 mil
Grade:K307
3844
3659
4256
4118
18
14
451
563
77
73324.7
578.2
12/20/2016
psi
psi
TD ppiN/mm 231
ppi
40
MD N/mm 25545
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N342.5
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:35165
Quality Control Department
Maria Coffey
MIN:62
MAX:68
AVE:64
1.6
1.7
1.6
mm
mm
mm
Bottom 34 milmm.86

60 HD MICROSPIKEHGJ610320G16F004410ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
211
.945
.22
2.3
10 in Category 1
135
ONGOING
222
25745
39
Asperity
ASTM D7466
Top 24 mil
Grade:K307
3968
3698
4107
4279
18
14
418
578
76
70311.4
600.5
12/21/2016
psi
psi
TD ppiN/mm 238
ppi
42
MD N/mm 24643
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N338.0
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.61
OA#:35165
Quality Control Department
Maria Coffey
MIN:62
MAX:65
AVE:63
1.6
1.7
1.6
mm
mm
mm
Bottom 31 milmm.79

60 HD MICROSPIKEHGM610610G16F004411ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.24
2.3
10 in Category 1
143
ONGOING
200
18633
35
Asperity
ASTM D7466
Top 25 mil
Grade:K307
2897
3338
4039
3098
19
14
451
556
58
58258.0
636.1
12/21/2016
psi
psi
TD ppiN/mm 174
ppi
30
MD N/mm 24242
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N258.0
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:35165
Quality Control Department
Maria Coffey
MIN:60
MAX:65
AVE:63
1.5
1.7
1.6
mm
mm
mm
Bottom 37 milmm.94

60 HD MICROSPIKEHGM610610G16F004412ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.24
2.3
10 in Category 1
143
ONGOING
200
18633
35
Asperity
ASTM D7466
Top 26 mil
Grade:K307
2897
3338
4039
3098
19
14
451
556
58
58258.0
636.1
12/21/2016
psi
psi
TD ppiN/mm 174
ppi
30
MD N/mm 24242
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N258.0
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.66
OA#:35165
Quality Control Department
Maria Coffey
MIN:60
MAX:62
AVE:61
1.5
1.6
1.5
mm
mm
mm
Bottom 38 milmm.97

60 HD MICROSPIKEHGM610610G16F004413ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.24
2.3
10 in Category 1
143
ONGOING
200
18633
35
Asperity
ASTM D7466
Top 24 mil
Grade:K307
2897
3338
4039
3098
19
14
451
556
58
58258.0
636.1
12/21/2016
psi
psi
TD ppiN/mm 174
ppi
30
MD N/mm 24242
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N258.0
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.61
OA#:35165
Quality Control Department
Maria Coffey
MIN:61
MAX:66
AVE:64
1.5
1.7
1.6
mm
mm
mm
Bottom 29 milmm.74

60 HD MICROSPIKEHGM610610G16F004414ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.24
2.3
10 in Category 1
143
ONGOING
200
18633
35
Asperity
ASTM D7466
Top 24 mil
Grade:K307
2897
3338
4039
3098
19
14
451
556
58
58258.0
636.1
12/21/2016
psi
psi
TD ppiN/mm 174
ppi
30
MD N/mm 24242
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N258.0
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.61
OA#:35165
Quality Control Department
Maria Coffey
MIN:61
MAX:67
AVE:64
1.5
1.7
1.6
mm
mm
mm
Bottom 29 milmm.74

60 HD MICROSPIKEHGM610610G16F004415ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.24
2.3
10 in Category 1
143
ONGOING
207
24844
36
Asperity
ASTM D7466
Top 23 mil
Grade:K307
3553
3453
4155
4141
20
15
442
596
58
58258.0
636.1
12/21/2016
psi
psi
TD ppiN/mm 213
ppi
37
MD N/mm 24944
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N258.0
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.58
OA#:35165
Quality Control Department
Maria Coffey
MIN:62
MAX:67
AVE:64
1.6
1.7
1.6
mm
mm
mm
Bottom 28 milmm.71

60 HD MICROSPIKEHGM610610G16F004416ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.24
2.3
10 in Category 1
143
ONGOING
207
24844
36
Asperity
ASTM D7466
Top 24 mil
Grade:K307
3553
3453
4155
4141
20
15
442
596
58
58258.0
636.1
12/21/2016
psi
psi
TD ppiN/mm 213
ppi
37
MD N/mm 24944
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N258.0
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.61
OA#:35165
Quality Control Department
Maria Coffey
MIN:61
MAX:67
AVE:63
1.5
1.7
1.6
mm
mm
mm
Bottom 32 milmm.81

60 HD MICROSPIKEHGM610610G16F004417ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.24
2.3
10 in Category 1
143
ONGOING
207
24844
36
Asperity
ASTM D7466
Top 25 mil
Grade:K307
3553
3453
4155
4141
20
15
442
596
58
58258.0
636.1
12/21/2016
psi
psi
TD ppiN/mm 213
ppi
37
MD N/mm 24944
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N258.0
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:35165
Quality Control Department
Maria Coffey
MIN:61
MAX:66
AVE:63
1.5
1.7
1.6
mm
mm
mm
Bottom 32 milmm.81
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: HGM610610 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.24 g/10mi
HLMI Flow Rate ASTM D1238 23 g/10mi
Density D1505 or D4883 0.938 g/cm3
Pellet Count P02.08.03 25 pel/g
Production Date 11/10/2016____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Troy Griffin
Quality Systems Coordinator
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 12/03/2016
Delivery #: 89370554
Page 1 of 1
PO #: Verbal - Edgar
Weight: 189500 LB
Ship Date: 12/03/2016
Package: BULK
Mode: Hopper Car
Car #: GPLX076630
Seal No: 49215
Shipped To:
Certificate of Analysis
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: HGJ610320 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.22 g/10mi
HLMI Flow Rate ASTM D1238 20 g/10mi
Density D1505 or D4883 0.938 g/cm3
Pellet Count P02.08.03 24 pel/g
Production Date 09/09/2016____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Troy Griffin
Quality Systems Coordinator
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 09/15/2016
Delivery #: 89328155
Page 1 of 1
PO #: 010722
Weight: 188000 LB
Ship Date: 09/15/2016
Package: BULK
Mode: Hopper Car
Car #: CPCX002206
Seal No: 70819
Shipped To:
Certificate of Analysis

June 17, 2015
Grant Palmer
Agru America
500 Garrison Road
Georgetown, SC 29440

Dear Grant:

This letter is to report the final results of oven-aging and UV-aging tests (according to GRI-GM13 and
GRI-GM17) on Agru America black sheet samples that you provided to us recently. These tests were
performed by CPChem’s Materials Evaluation Laboratory in Bartlesville, OK. The tests were completed
June 2015.

The GRI-GM13 (HDPE) and GRI-GM17 (LLDPE) durability tests were done according to the following
procedures.

Test Exposure Method
HP-OIT 150 °C, 500 psi oxygen D5885
Oven Aging 90 days, 85 °C D5721
UV Aging 1600 UV hrs (Conditions were 20 hours UVA-340 at 75 °C followed by 4 hrs
dark with condensation at 60 °C. Irradiance was 0.72 W/m2 at 340 nm.)
D7238

Oven-Aging Results

Sample Initial HP-
OIT (min)
HP-OIT Value
after Oven Aging
90 Days (min)
% HP-OIT
Retained after
Oven Aging 90
Days
GRI-GM13 and
GRI-GM17% Retained
Requirement
(Oven Aging 90 Days)
60 mil HDPE
Roll # G14F514045
from Marlex® K307
Polyethylene
Lot # H71-4-1337

1066

883

83

80
40 mil LLDPE
Roll # G14C243027
from Marlex® 7104
Polyethylene
Lot # CEC810320

512

422

82

60

Yingying Lu, Ph.D., Geomembrane Technical Service & Applications Development
Highways 60 & 123, Bartlesville Research and Technology Center, Room 149 PTC
Bartlesville, OK 74003
918-977-6894 [e-mail] Fax: [phone]  www.cpchem.com

YL 06/17/15
Page 2
UV-Aging Results

Sample
Initial HP-
OIT (min)
HP-OIT Value after
UV Aging (min)
% HP-OIT
Retained
GRI-GM13 and GRI-
GM17 % Retained
Requirement
60 mil HDPE
Roll # G14F514045
from Marlex® K307
Polyethylene
Lot # H71-4-1337

1066

930

87

50
40 mil LLDPE
Roll # G14C243027
from Marlex® 7104
Polyethylene
Lot # CEC810320

512

351

69

35

According to these test results, the durability requirements are met.

If you have any questions, please call me at 918-977-6894.

Sincerely,
Yingying Lu, Ph. D.
Polyethylene Technical Service and Applications Development

Any technical advice, recommendations, results, or analysis ("Information") contained herein, including, without limitation,
Information as it may relate to the selection of a specific product ("Product") for your use and application, is given without warranty
or guarantee and is accepted at your sole risk. It is imperative that you test the Information (and Product, if applicable) to
determine to your own satisfaction whether the Information (and Product, if applicable) are suitable for your intended use and
application. You expressly assume, and release Chevron Phillips Chemical Company, from all risk and liability, whether
based in contract, tort or otherwise, in connection with the use of, or results obtained from, such Information (and
Product, if applicable).

Cust:T & K Construction, LLC Doc#: 35165
PO#: 610-005 Gaston Co. LF
Dest: Dallas, NC
52 rolls 60HD micro (500)
roll # width length area check weld rod qty (if ordered) wgt resin lot #
ft. ft. ft². lbs.
English
CONFORMANCE @ TRI TX; SHIP SAMPLES 2ND DAY 3'XRW UPS ACC# X2F354- T&K ACCT
G16F004418 23 500 11,500 60HD micro 52tot 25 3802 HGM610610
G17F000002 23 500 11,500 60HD micro 52tot 26 3819 HGM610610
G17F000003 23 500 11,500 60HD micro 52tot 27 3800 HGM610610
G17F000004 23 500 11,500 60HD micro 52tot 28 3783 HGM610610
G17F000005 23 500 11,500 60HD micro 52tot 29 3795 HGM610640
G17F000006 23 500 11,500 60HD micro 52tot 30 3805 HGM610640
G17F000007 23 500 11,500 60HD micro 52tot 31 3803 HGM610640
G17F000008 23 500 11,500 60HD micro 52tot 32 3791 HGM610640
G17F000009 23 500 11,500 60HD micro 52tot 33 3789 HGM610640
G17F000013 23 500 11,500 60HD micro 52tot 34 3864 HGM610620
G17F000014 23 500 11,500 60HD micro 52tot 35 3860 HGM610620
G17F000015 23 500 11,500 60HD micro 52tot 36 3858 HGM610620
G17F000016 23 500 11,500 60HD micro 52tot 37 3875 HGM610620
G17F000017 23 500 11,500 60HD micro 52tot 38 3864 HGM610620
G17F000018 23 500 11,500 60HD micro 52tot 39 3884 HGM610620
G17F000019 23 500 11,500 60HD micro 52tot 40 3879 HGM610620
G17F000020 23 500 11,500 60HD micro 52tot 41 3869 HGM610620
G17F000021 23 500 11,500 60HD micro 52tot 42 3878 HGM610620
G17F000022 23 500 11,500 60HD micro 52tot 43 3884 HGM610620
G17F000023 23 500 11,500 60HD micro 52tot 44 3887 HGM610620
G17F000024 23 500 11,500 60HD micro 52tot 45 3872 HGM610680
G17F000025 23 500 11,500 60HD micro 52tot 46 3834 HGM610680
G17F000026 23 500 11,500 60HD micro 52tot 47 3834 HGM610680
G17F000027 23 500 11,500 60HD micro 52tot 48 3832 HGM610680
G17F000028 23 500 11,500 60HD micro 52tot 49 3850 HGM610680
G17F000029 23 500 11,500 60HD micro 52tot 50 3834 HGM610680
G17F000031 23 500 11,500 60HD micro 52tot 51 3833 HGM610680
G17F000032 23 500 11,500 60HD micro 52tot 52 3836 HGM610680
598,000
total for order
T&K Gaston Co. LF, Dallas, NC doc 35165 list (52m).xls Page 1

60 HD MICROSPIKEHGM610610G16F004418ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.24
2.3
10 in Category 1
143
ONGOING
207
24844
36
Asperity
ASTM D7466
Top 32 mil
Grade:K307
3553
3453
4155
4141
20
15
442
596
58
58258.0
636.1
12/21/2016
psi
psi
TD ppiN/mm 213
ppi
37
MD N/mm 24944
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N258.0
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.81
OA#:35165
Quality Control Department
Maria Coffey
MIN:60
MAX:65
AVE:63
1.5
1.7
1.6
mm
mm
mm
Bottom 32 milmm.81

60 HD MICROSPIKEHGM610610G17F000002ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.24
2.5
10 in Category 1
148
ONGOING
238
26045
42
Asperity
ASTM D7466
Top 23 mil
Grade:K307
4203
3960
4395
4325
18
14
416
553
83
74329.2
658.3
1/3/2017
psi
psi
TD ppiN/mm 252
ppi
44
MD N/mm 26446
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N369.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.58
OA#:35165
Quality Control Department
Maria Coffey
MIN:60
MAX:69
AVE:64
1.5
1.8
1.6
mm
mm
mm
Bottom 34 milmm.86

60 HD MICROSPIKEHGM610610G17F000003ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.24
2.5
10 in Category 1
148
ONGOING
238
26045
42
Asperity
ASTM D7466
Top 28 mil
Grade:K307
4203
3960
4395
4325
18
14
416
553
83
74329.2
658.3
1/3/2017
psi
psi
TD ppiN/mm 252
ppi
44
MD N/mm 26446
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N369.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.71
OA#:35165
Quality Control Department
Maria Coffey
MIN:60
MAX:64
AVE:62
1.5
1.6
1.6
mm
mm
mm
Bottom 37 milmm.94

60 HD MICROSPIKEHGM610610G17F000004ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
204
.946
.24
2.5
10 in Category 1
148
ONGOING
238
26045
42
Asperity
ASTM D7466
Top 32 mil
Grade:K307
4203
3960
4395
4325
18
14
416
553
83
74329.2
658.3
1/3/2017
psi
psi
TD ppiN/mm 252
ppi
44
MD N/mm 26446
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N369.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.81
OA#:35165
Quality Control Department
Maria Coffey
MIN:61
MAX:65
AVE:64
1.5
1.7
1.6
mm
mm
mm
Bottom 30 milmm.76

60 HD MICROSPIKEHGM610640G17F000005ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
202
.943
.22
2.3
10 in Category 1
148
ONGOING
238
26045
42
Asperity
ASTM D7466
Top 31 mil
Grade:K307
4203
3960
4395
4325
18
14
416
553
83
74329.2
658.3
1/3/2017
psi
psi
TD ppiN/mm 252
ppi
44
MD N/mm 26446
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N369.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.79
OA#:35165
Quality Control Department
Maria Coffey
MIN:64
MAX:69
AVE:65
1.6
1.8
1.7
mm
mm
mm
Bottom 32 milmm.81

60 HD MICROSPIKEHGM610640G17F000006ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
202
.943
.22
2.3
10 in Category 1
148
ONGOING
238
26045
42
Asperity
ASTM D7466
Top 32 mil
Grade:K307
4203
3960
4395
4325
18
14
416
553
83
74329.2
658.3
1/3/2017
psi
psi
TD ppiN/mm 252
ppi
44
MD N/mm 26446
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N369.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.81
OA#:35165
Quality Control Department
Maria Coffey
MIN:61
MAX:67
AVE:64
1.5
1.7
1.6
mm
mm
mm
Bottom 28 milmm.71

60 HD MICROSPIKEHGM610640G17F000007ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
202
.943
.22
2.3
10 in Category 1
148
ONGOING
153
19835
27
Asperity
ASTM D7466
Top 32 mil
Grade:K307
2727
2553
3197
3293
17
14
450
614
83
74329.2
658.3
1/3/2017
psi
psi
TD ppiN/mm 164
ppi
29
MD N/mm 19234
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N369.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.81
OA#:35165
Quality Control Department
Maria Coffey
MIN:61
MAX:66
AVE:64
1.5
1.7
1.6
mm
mm
mm
Bottom 28 milmm.71

60 HD MICROSPIKEHGM610640G17F000008ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
202
.943
.22
2.3
10 in Category 1
148
ONGOING
153
19835
27
Asperity
ASTM D7466
Top 32 mil
Grade:K307
2727
2553
3197
3293
17
14
450
614
83
74329.2
658.3
1/4/2017
psi
psi
TD ppiN/mm 164
ppi
29
MD N/mm 19234
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N369.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.81
OA#:35165
Quality Control Department
Maria Coffey
MIN:61
MAX:69
AVE:65
1.5
1.8
1.7
mm
mm
mm
Bottom 31 milmm.79

60 HD MICROSPIKEHGM610640G17F000009ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
202
.943
.22
2.3
10 in Category 1
148
ONGOING
153
19835
27
Asperity
ASTM D7466
Top 31 mil
Grade:K307
2727
2553
3197
3293
17
14
450
614
83
74329.2
658.3
1/4/2017
psi
psi
TD ppiN/mm 164
ppi
29
MD N/mm 19234
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N369.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.79
OA#:35165
Quality Control Department
Maria Coffey
MIN:61
MAX:69
AVE:64
1.5
1.8
1.6
mm
mm
mm
Bottom 28 milmm.71

60 HD MICROSPIKEHGM610620G17F000013ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
225
.947
.24
2.4
10 in Category 1
145
ONGOING
229
26947
40
Asperity
ASTM D7466
Top 25 mil
Grade:K307
3811
3821
4486
4486
19
22
419
419
45
63280.2
645.0
1/4/2017
psi
psi
TD ppiN/mm 229
ppi
40
MD N/mm 26947
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N200.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:35165
Quality Control Department
Maria Coffey
MIN:61
MAX:68
AVE:64
1.5
1.7
1.6
mm
mm
mm
Bottom 34 milmm.86

60 HD MICROSPIKEHGM610620G17F000014ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
225
.947
.24
2.4
10 in Category 1
145
ONGOING
229
26947
40
Asperity
ASTM D7466
Top 25 mil
Grade:K307
3811
3821
4486
4486
19
22
419
419
45
63280.2
645.0
1/4/2017
psi
psi
TD ppiN/mm 229
ppi
40
MD N/mm 26947
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N200.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:35165
Quality Control Department
Maria Coffey
MIN:62
MAX:68
AVE:65
1.6
1.7
1.7
mm
mm
mm
Bottom 33 milmm.84

60 HD MICROSPIKEHGM610620G17F000015ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
225
.947
.24
2.4
10 in Category 1
145
ONGOING
229
26947
40
Asperity
ASTM D7466
Top 24 mil
Grade:K307
3811
3821
4486
4486
19
22
419
419
45
63280.2
645.0
1/4/2017
psi
psi
TD ppiN/mm 229
ppi
40
MD N/mm 26947
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N200.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.61
OA#:35165
Quality Control Department
Maria Coffey
MIN:60
MAX:67
AVE:63
1.5
1.7
1.6
mm
mm
mm
Bottom 33 milmm.84

60 HD MICROSPIKEHGM610620G17F000016ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
225
.947
.24
2.4
10 in Category 1
145
ONGOING
229
26947
40
Asperity
ASTM D7466
Top 23 mil
Grade:K307
3811
3821
4486
4486
19
22
419
419
45
63280.2
645.0
1/4/2017
psi
psi
TD ppiN/mm 229
ppi
40
MD N/mm 26947
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N200.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.58
OA#:35165
Quality Control Department
Maria Coffey
MIN:61
MAX:68
AVE:64
1.5
1.7
1.6
mm
mm
mm
Bottom 32 milmm.81

60 HD MICROSPIKEHGM610620G17F000017ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
225
.947
.24
2.4
10 in Category 1
145
ONGOING
229
26947
40
Asperity
ASTM D7466
Top 24 mil
Grade:K307
3811
3821
4486
4486
19
22
419
419
45
63280.2
645.0
1/4/2017
psi
psi
TD ppiN/mm 229
ppi
40
MD N/mm 26947
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N200.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.61
OA#:35165
Quality Control Department
Maria Coffey
MIN:62
MAX:67
AVE:63
1.6
1.7
1.6
mm
mm
mm
Bottom 34 milmm.86

60 HD MICROSPIKEHGM610620G17F000018ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
225
.947
.24
2.3
10 in Category 1
145
ONGOING
200
22740
35
Asperity
ASTM D7466
Top 24 mil
Grade:K307
3503
3328
3756
3776
19
16
397
565
45
63280.2
645.0
1/4/2017
psi
psi
TD ppiN/mm 210
ppi
37
MD N/mm 22539
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N200.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.61
OA#:35165
Quality Control Department
Maria Coffey
MIN:64
MAX:67
AVE:65
1.6
1.7
1.7
mm
mm
mm
Bottom 31 milmm.79

60 HD MICROSPIKEHGM610620G17F000019ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
225
.947
.24
2.3
10 in Category 1
145
ONGOING
200
22740
35
Asperity
ASTM D7466
Top 25 mil
Grade:K307
3503
3328
3756
3776
19
16
397
565
45
63280.2
645.0
1/4/2017
psi
psi
TD ppiN/mm 210
ppi
37
MD N/mm 22539
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N200.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:35165
Quality Control Department
Maria Coffey
MIN:64
MAX:67
AVE:65
1.6
1.7
1.7
mm
mm
mm
Bottom 31 milmm.79

60 HD MICROSPIKEHGM610620G17F000020ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
225
.947
.24
2.3
10 in Category 1
145
ONGOING
200
22740
35
Asperity
ASTM D7466
Top 24 mil
Grade:K307
3503
3328
3756
3776
19
16
397
565
45
63280.2
645.0
1/4/2017
psi
psi
TD ppiN/mm 210
ppi
37
MD N/mm 22539
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N200.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.61
OA#:35165
Quality Control Department
Maria Coffey
MIN:63
MAX:66
AVE:64
1.6
1.7
1.6
mm
mm
mm
Bottom 32 milmm.81

60 HD MICROSPIKEHGM610620G17F000021ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
225
.947
.24
2.4
10 in Category 1
145
ONGOING
200
22740
35
Asperity
ASTM D7466
Top 24 mil
Grade:K307
3503
3328
3756
3776
19
16
397
565
45
63280.2
645.0
1/4/2017
psi
psi
TD ppiN/mm 210
ppi
37
MD N/mm 22539
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N200.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.61
OA#:35165
Quality Control Department
Maria Coffey
MIN:62
MAX:67
AVE:64
1.6
1.7
1.6
mm
mm
mm
Bottom 32 milmm.81

60 HD MICROSPIKEHGM610620G17F000022ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
225
.947
.24
2.4
10 in Category 1
145
ONGOING
200
22740
35
Asperity
ASTM D7466
Top 23 mil
Grade:K307
3503
3328
3756
3776
19
16
397
565
45
63280.2
645.0
1/4/2017
psi
psi
TD ppiN/mm 210
ppi
37
MD N/mm 22539
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N200.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.58
OA#:35165
Quality Control Department
Maria Coffey
MIN:62
MAX:66
AVE:64
1.6
1.7
1.6
mm
mm
mm
Bottom 29 milmm.74

60 HD MICROSPIKEHGM610620G17F000023ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
225
.947
.24
2.4
10 in Category 1
143
ONGOING
199
24443
35
Asperity
ASTM D7466
Top 23 mil
Grade:K307
3603
3312
3911
4071
18
15
438
612
74
73324.7
636.1
1/4/2017
psi
psi
TD ppiN/mm 216
ppi
38
MD N/mm 23541
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N329.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.58
OA#:35165
Quality Control Department
Maria Coffey
MIN:61
MAX:65
AVE:63
1.5
1.7
1.6
mm
mm
mm
Bottom 29 milmm.74

60 HD MICROSPIKEHGM610680G17F000024ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
191
.946
.22
2.4
10 in Category 1
143
ONGOING
199
24443
35
Asperity
ASTM D7466
Top 23 mil
Grade:K307
3603
3312
3911
4071
18
15
438
612
74
73324.7
636.1
1/5/2017
psi
psi
TD ppiN/mm 216
ppi
38
MD N/mm 23541
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N329.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.58
OA#:35165
Quality Control Department
Maria Coffey
MIN:61
MAX:67
AVE:65
1.5
1.7
1.7
mm
mm
mm
Bottom 30 milmm.76

60 HD MICROSPIKEHGM610680G17F000025ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
191
.946
.22
2.4
10 in Category 1
143
ONGOING
199
24443
35
Asperity
ASTM D7466
Top 23 mil
Grade:K307
3603
3312
3911
4071
18
15
438
612
74
73324.7
636.1
1/5/2017
psi
psi
TD ppiN/mm 216
ppi
38
MD N/mm 23541
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N329.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.58
OA#:35165
Quality Control Department
Maria Coffey
MIN:62
MAX:67
AVE:64
1.6
1.7
1.6
mm
mm
mm
Bottom 29 milmm.74

60 HD MICROSPIKEHGM610680G17F000026ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
191
.946
.22
2.4
10 in Category 1
143
ONGOING
199
24443
35
Asperity
ASTM D7466
Top 23 mil
Grade:K307
3603
3312
3911
4071
18
15
438
612
74
73324.7
636.1
1/5/2017
psi
psi
TD ppiN/mm 216
ppi
38
MD N/mm 23541
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N329.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.58
OA#:35165
Quality Control Department
Maria Coffey
MIN:62
MAX:66
AVE:64
1.6
1.7
1.6
mm
mm
mm
Bottom 30 milmm.76

60 HD MICROSPIKEHGM610680G17F000027ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
191
.946
.22
2.4
10 in Category 1
143
ONGOING
199
24443
35
Asperity
ASTM D7466
Top 23 mil
Grade:K307
3603
3312
3911
4071
18
15
438
612
74
73324.7
636.1
1/5/2017
psi
psi
TD ppiN/mm 216
ppi
38
MD N/mm 23541
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N329.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.58
OA#:35165
Quality Control Department
Maria Coffey
MIN:63
MAX:68
AVE:65
1.6
1.7
1.7
mm
mm
mm
Bottom 29 milmm.74

60 HD MICROSPIKEHGM610680G17F000028ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
191
.946
.22
2.4
10 in Category 1
143
ONGOING
205
24643
36
Asperity
ASTM D7466
Top 23 mil
Grade:K307
3708
3410
3990
4101
18
14
446
592
74
73324.7
636.1
1/5/2017
psi
psi
TD ppiN/mm 222
ppi
39
MD N/mm 23942
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N329.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.58
OA#:35165
Quality Control Department
Maria Coffey
MIN:62
MAX:68
AVE:65
1.6
1.7
1.7
mm
mm
mm
Bottom 29 milmm.74

60 HD MICROSPIKEHGM610680G17F000029ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
191
.946
.22
2.4
10 in Category 1
143
ONGOING
205
24643
36
Asperity
ASTM D7466
Top 23 mil
Grade:K307
3708
3410
3990
4101
18
14
446
592
74
73324.7
636.1
1/5/2017
psi
psi
TD ppiN/mm 222
ppi
39
MD N/mm 23942
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N329.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.58
OA#:35165
Quality Control Department
Maria Coffey
MIN:61
MAX:66
AVE:63
1.5
1.7
1.6
mm
mm
mm
Bottom 32 milmm.81

60 HD MICROSPIKEHGM610680G17F000031ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
191
.946
.22
2.4
10 in Category 1
143
ONGOING
205
24643
36
Asperity
ASTM D7466
Top 33 mil
Grade:K307
3708
3410
3990
4101
18
14
446
592
74
73324.7
636.1
1/5/2017
psi
psi
TD ppiN/mm 222
ppi
39
MD N/mm 23942
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N329.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.84
OA#:35165
Quality Control Department
Maria Coffey
MIN:65
MAX:70
AVE:67
1.7
1.8
1.7
mm
mm
mm
Bottom 30 milmm.76

60 HD MICROSPIKEHGM610680G17F000032ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
152.402
7.01
1.52
500
23
191
.946
.22
2.4
10 in Category 1
143
ONGOING
205
24643
36
Asperity
ASTM D7466
Top 34 mil
Grade:K307
3708
3410
3990
4101
18
14
446
592
74
73324.7
636.1
1/5/2017
psi
psi
TD ppiN/mm 222
ppi
39
MD N/mm 23942
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N329.2
T & K Construction, LLC
610-005 Gaston Co. LF
Dallas, NC
Average
METRIC ENGLISH
Average Density
mm.86
OA#:35165
Quality Control Department
Maria Coffey
MIN:60
MAX:66
AVE:64
1.5
1.7
1.6
mm
mm
mm
Bottom 28 milmm.71
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: HGM610610 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.24 g/10mi
HLMI Flow Rate ASTM D1238 23 g/10mi
Density D1505 or D4883 0.938 g/cm3
Pellet Count P02.08.03 25 pel/g
Production Date 11/10/2016____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Troy Griffin
Quality Systems Coordinator
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 12/03/2016
Delivery #: 89370554
Page 1 of 1
PO #: Verbal - Edgar
Weight: 189500 LB
Ship Date: 12/03/2016
Package: BULK
Mode: Hopper Car
Car #: GPLX076630
Seal No: 49215
Shipped To:
Certificate of Analysis
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: HGM610640 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.22 g/10mi
HLMI Flow Rate ASTM D1238 22 g/10mi
Density D1505 or D4883 0.938 g/cm3
Pellet Count P02.08.03 25 pel/g
Production Date 11/11/2016____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Troy Griffin
Quality Systems Coordinator
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 12/03/2016
Delivery #: 89370556
Page 1 of 1
PO #: Verbal - Edgar
Weight: 188900 LB
Ship Date: 12/03/2016
Package: BULK
Mode: Hopper Car
Car #: CBFX470083
Seal No: 49326
Shipped To:
Certificate of Analysis
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: HGM610620 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.24 g/10mi
HLMI Flow Rate ASTM D1238 23 g/10mi
Density D1505 or D4883 0.938 g/cm3
Pellet Count P02.08.03 26 pel/g
Production Date 11/10/2016____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Troy Griffin
Quality Systems Coordinator
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 12/03/2016
Delivery #: 89370555
Page 1 of 1
PO #: Verbal - Edgar
Weight: 188900 LB
Ship Date: 12/03/2016
Package: BULK
Mode: Hopper Car
Car #: CHVX898237
Seal No: 49222
Shipped To:
Certificate of Analysis
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: HGM610680 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.22 g/10mi
HLMI Flow Rate ASTM D1238 21 g/10mi
Density D1505 or D4883 0.938 g/cm3
Pellet Count P02.08.03 23 pel/g
Production Date 11/11/2016____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Troy Griffin
Quality Systems Coordinator
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 12/03/2016
Delivery #: 89370633
Page 1 of 1
PO #: Verbal - Edgar
Weight: 187500 LB
Ship Date: 12/03/2016
Package: BULK
Mode: Hopper Car
Car #: PSPX007042
Seal No: 49328
Shipped To:
Certificate of Analysis

June 17, 2015
Grant Palmer
Agru America
500 Garrison Road
Georgetown, SC 29440

Dear Grant:

This letter is to report the final results of oven-aging and UV-aging tests (according to GRI-GM13 and
GRI-GM17) on Agru America black sheet samples that you provided to us recently. These tests were
performed by CPChem’s Materials Evaluation Laboratory in Bartlesville, OK. The tests were completed
June 2015.

The GRI-GM13 (HDPE) and GRI-GM17 (LLDPE) durability tests were done according to the following
procedures.

Test Exposure Method
HP-OIT 150 °C, 500 psi oxygen D5885
Oven Aging 90 days, 85 °C D5721
UV Aging 1600 UV hrs (Conditions were 20 hours UVA-340 at 75 °C followed by 4 hrs
dark with condensation at 60 °C. Irradiance was 0.72 W/m2 at 340 nm.)
D7238

Oven-Aging Results

Sample Initial HP-
OIT (min)
HP-OIT Value
after Oven Aging
90 Days (min)
% HP-OIT
Retained after
Oven Aging 90
Days
GRI-GM13 and
GRI-GM17% Retained
Requirement
(Oven Aging 90 Days)
60 mil HDPE
Roll # G14F514045
from Marlex® K307
Polyethylene
Lot # H71-4-1337

1066

883

83

80
40 mil LLDPE
Roll # G14C243027
from Marlex® 7104
Polyethylene
Lot # CEC810320

512

422

82

60

Yingying Lu, Ph.D., Geomembrane Technical Service & Applications Development
Highways 60 & 123, Bartlesville Research and Technology Center, Room 149 PTC
Bartlesville, OK 74003
918-977-6894 [e-mail] Fax: [phone]  www.cpchem.com

YL 06/17/15
Page 2
UV-Aging Results

Sample
Initial HP-
OIT (min)
HP-OIT Value after
UV Aging (min)
% HP-OIT
Retained
GRI-GM13 and GRI-
GM17 % Retained
Requirement
60 mil HDPE
Roll # G14F514045
from Marlex® K307
Polyethylene
Lot # H71-4-1337

1066

930

87

50
40 mil LLDPE
Roll # G14C243027
from Marlex® 7104
Polyethylene
Lot # CEC810320

512

351

69

35

According to these test results, the durability requirements are met.

If you have any questions, please call me at 918-977-6894.

Sincerely,
Yingying Lu, Ph. D.
Polyethylene Technical Service and Applications Development

Any technical advice, recommendations, results, or analysis ("Information") contained herein, including, without limitation,
Information as it may relate to the selection of a specific product ("Product") for your use and application, is given without warranty
or guarantee and is accepted at your sole risk. It is imperative that you test the Information (and Product, if applicable) to
determine to your own satisfaction whether the Information (and Product, if applicable) are suitable for your intended use and
application. You expressly assume, and release Chevron Phillips Chemical Company, from all risk and liability, whether
based in contract, tort or otherwise, in connection with the use of, or results obtained from, such Information (and
Product, if applicable).

HDPE Warranties

To be provided under separate cover
Interface Friction Test Results
Client:TRI Log #:
Project:
*3.0 inches
Shear Stress
Secant Angle
3
12
22
867
29.5 30.0
0 (Forced)0 (Forced)
Shear Strength of Soil-Geosynthetic Interface by Direct Shear (ASTM D5321)
Draper Aden Associates, Inc.25568-1
Gaston Co NC Jeffrey A. Kuhn, Ph.D., P.E.,1/16/2017
Analysis & Quality Review/Date
-Specimen No.1 2
500 1,000 1,500
Sand vs.
SKAPS DSGC TN 300-2-6
Upper
Box
Lower
Box
Test Notes
Mohr-Coulomb
Parameters
Shearing occurred at the interface at all stresses.
psf
26.7
504
28.1
802
psf
deg.
psf
deg.
Test Results, Linear Regression
Test Conditions
Large
Displacement
Degrees
psf
Peak
Friction Angle
Y-intercept
or Adhesion
Sand
(Tamp in Place)
30.4 28.4
SKAPS DSGC TN 300-2-6
Wet - Loading applied and Interface
flooded for a minimum of 24 hours prior
to shear.
Conditioning
Shearing Rate inches/minute 0.04
12
18
565
Normal Stress
Bearing Slide Resistance
Box Edge Dimension in
366
12
13
377
37.0Peak
Large
Displacement
Shear Stress
Secant Angle 36.2
lbs
0
500
1,000
1,500
2,000
0 500 1,000 1,500 2,000
Sh
e
a
r

S
t
r
e
s
s

(
p
s
f
)

Normal Stress (psf)
Test - Peak Test - Large Displacement
0
250
500
750
1,000
0 0.5 1 1.5 2 2.5 3
Sh
e
a
r

S
t
r
e
s
s

(
p
s
f
)

Displacement (inches)
500 psf 1000 psf 1500 psf
Page 1 of 1
Client:TRI Log #:
Project:
*3.0 inches
Shear Stress
Secant Angle
Box Edge Dimension in 12
13
407
39.2Peak
3
12
22
743
31.8 26.4
Shear Strength of Geosynthetic-Geosynthetic Interface by Direct Shear (ASTM D5321)
Draper Aden Associates, Inc.25568-2
Gaston Co NC Jeffrey A. Kuhn, Ph.D., P.E.,1/23/2017
Analysis & Quality Review/Date
-Specimen No.1 2
500 1,000 1,500
SKAPS DSGC TN 300-2-6 vs.
Agru Microspike GM 60mil (G16D003483) - inside
Upper
Box
Lower
Box
Test Notes
Mohr-Coulomb
Parameters
Shearing occurred at the interface at all stresses.The linear
regression was forced through the origin at the client's request.
psfNormal Stress
21.8
399
14.8
397301
Asperity Height, Avg. of 5 Meas.mils
SKAPS DSGC TN 300-2-6
12
18
Test Results, Linear Regression
Test Conditions
Large
Displacement
Degrees
psf
Peak
Friction Angle
Y-intercept
or Adhesion
33 33
0 (Forced)0 (Forced)
620
29.0 18.1
Agru Microspike GM 60mil
(G16D003483) - inside
Wet - Loading applied and Interface
flooded for a minimum of 1 hour prior to
shear.
Conditioning
Shearing Rate inches/minute 0.2
Large
Displacement
Shear Stress
Secant Angle 31.1
lbs
33
psf
deg.
psf
deg.
Bearing Slide Resistance
0
500
1,000
1,500
2,000
0 500 1,000 1,500 2,000
Sh
e
a
r

S
t
r
e
s
s

(
p
s
f
)

Normal Stress (psf)
Test - Peak Test - Large Displacement
0
250
500
750
1,000
0 0.5 1 1.5 2 2.5 3
Sh
e
a
r

S
t
r
e
s
s

(
p
s
f
)

Displacement (inches)
500 psf 1000 psf 1500 psf
Page 1 of 1
Client:TRI Log #:
Project:
*3.0 inches
Shear Stress
Secant Angle 26.0 25.1
3
12
22
704
Shear Strength of Soil-Geosynthetic Interface by Direct Shear (ASTM D5321)
Draper Aden Associates, Inc.25568-3
Gaston Co NC Jeffrey A. Kuhn, Ph.D., P.E.,1/16/2017
Analysis & Quality Review/Date
-Specimen No.1 2
500 1,000 1,500
Clay vs.
Agru Microspike GM 60mil (G16D003483)
Upper
Box
Lower
Box
Test Notes
Mohr-Coulomb
Parameters
Shearing occurred at the interface at all stresses.
psf
Test Results, Linear Regression
Test Conditions
Normal Stress
Bearing Slide Resistance
Box Edge Dimension in 12
13
20.8
379
19.0
516237
Asperity Height, Avg. of 5 Meas.mils
deg.
30 30 30
Large
Displacement
Degrees
psf
Peak
Friction Angle
Y-intercept
or Adhesion
25.7 20.0
0 (Forced)0 (Forced)
488
Agru Microspike GM 60mil
(G16D003483)
w = 27.0%, gd = 87.0 pcf
Clay
Wet - Loading applied and Interface
flooded for a minimum of 24 hours prior
to shear.
Conditioning
Shearing Rate inches/minute 0.004
12
18
Large
Displacement
Shear Stress
Secant Angle 25.3
lbs
276
28.9Peakpsf
deg.
psf
0
500
1,000
1,500
2,000
0 500 1,000 1,500 2,000
Sh
e
a
r

S
t
r
e
s
s

(
p
s
f
)

Normal Stress (psf)
Test - Peak Test - Large Displacement
0
200
400
600
800
0 0.5 1 1.5 2 2.5 3
Sh
e
a
r

S
t
r
e
s
s

(
p
s
f
)

Displacement (inches)
500 psf 1000 psf 1500 psf
Page 1 of 1
Installation Record
Legend
AT AIR TEST MD MATERIAL DAMAGE
BO BURN OUT WR WRINKLE
CR CREASE WS WELDER RESTART
DS DESTRUCTIVE TEST NUMBER FD FACTORY DEFECT/DAMAGE
EE EARTHWORK EQUIP. DAMAGE EXT PANEL EXTENSION (SHORT PANEL)
FM FISHMOUTH TRH TRENCH
FT PRESSURE TEST CUT TI TIE-IN
T SEAM JOINT C CAPSTRIP
SI SOIL SURFACE IRREGULARITY B EXTRUSION BEAD
DD DEPLOYMENT DAMAGE BT PENETRATION BOOT
BOS BEGINNING OF SEAM TOS TOP OF SLOPE
EOS EOS OF SEAM N NORTH
-- TO AN AREA S SOUTH
> FROM AN AREA W WEST
NOAT NO AIR TEST E EAST
@ "AT" SPECIFIC LOCATION
P PASS S Spark Test
FFAIL
LEGEND
DEFECT CODES & REPAIR NOTATIONS
LOCATION NOTATIONS
TEST RESULTS
HDPE Panel Layout As-Built
Panel Placement Log
1703-27616 Material:
Gaston Co Landfill
1/25/17
Gastonia, NC 60 mil

1/25/17 P1 8:33 E SLOPE 0007 22.5 494 11115
1/25/17 P2 8:45 E SLOPE 0024 22.5 360 8100
1/25/17 P3 8:50 E SLOPE 0024 22.5 80 1800
1/25/17 P4 9:05 E SLOPE 0009 22.5 77 1732.5
1/25/17 P5 9:07 E SLOPE 0009 22.5 77 1732.5
1/25/17 P6 9:15 S SLOPE 0009 22.5 69 1552.5
1/25/17 P7 9:17 S SLOPE 0009 22.5 67 1507.5
1/25/17 P8 9:20 S SLOPE 0009 22.5 67 1507.5
1/25/17 P9 9:25 S SLOPE 0009 22.5 66 1485
1/25/17 P10 9:28 S SLOPE 0009 22.5 64 1440
1/25/17 P11 9:58 S SLOPE 0016 22.5 63 1417.5
1/25/17 P12 10:06 S SLOPE 0016 22.5 63 1417.5
1/25/17 P13 10:09 S SLOPE 0016 22.5 60 1350
1/25/17 P14 10:15 S SLOPE 0016 22.5 60 1350
1/25/17 P15 10:22 S SLOPE 0016 22.5 55 1237.5
1/25/17 P16 11:13 S SLOPE 0016 22.5 55 1237.5
1/25/17 P17 11:20 S SLOPE 0016 22.5 64 1440
1/25/17 P18 11:35 S SLOPE 2495 22.5 68 1530
1/25/17 P19 11:40 S SLOPE 2495 22.5 69 1552.5
1/25/17 P20 11:42 S SLOPE 2495 22.5 69 1552.5
1/25/17 P21 11:46 S SLOPE 2495 22.5 72 1620
1/25/17 P22 11:50 S SLOPE 2495 22.5 74 1665
1/25/17 P23 11:52 S SLOPE 2495 22.5 77 1732.5
1/25/17 P24 1:39 E SLOPE 4481 22.5 498 11205
1/25/17 P25 1:47 E SLOPE 0003 22.5 498 11205
1/25/17 P26 3:10 S SLOPE 0006 22.5 81 1822.5
1/25/17 P27 3:12 S SLOPE 0006 22.5 86 1935
1/25/17 P28 3:15 S SLOPE 0006 22.5 91 2047.5
1/25/17 P29 3:19 S SLOPE 0006 22.5 86 1935
1/25/17 P30 3:21 S SLOPE 0006 22.5 87 1957.5
Date
Deployed
Time
DeployedPanel No.Length
(FT)Roll No.
Project Location:
Panel Placement Log
Project Start Date:
HDPE
Project Name:
Area
(SQ FT)Panel Location Width (FT)
Project No.:
1703-27616 Material:
Gaston Co Landfill
1/25/17
Gastonia, NC 60 mil

Date
Deployed
Time
DeployedPanel No.Length
(FT)Roll No.
Project Location:
Panel Placement Log
Project Start Date:
HDPE
Project Name:
Area
(SQ FT)Panel Location Width (FT)
Project No.:
1/25/17 P31 3:30 S SLOPE 4412 22.5 86 1935
1/25/17 P32 3:32 S SLOPE 4412 22.5 84 1890
1/25/17 P33 3:34 S SLOPE 4412 22.5 85 1912.5
1/25/17 P34 3:36 S SLOPE 4412 22.5 78 1755
1/25/17 P35 3:38 S SLOPE 4412 22.5 75 1687.5
1/25/17 P36 3:55 S SLOPE 0004 22.5 74 1665
1/25/17 P37 3:58 S SLOPE 0004 22.5 70 1575
1/25/17 P38 4:00 S SLOPE 0004 22.5 70 1575
1/25/17 P39 4:02 S SLOPE 0004 22.5 66 1485
1/25/17 P40 4:04 S SLOPE 0004 22.5 63 1417.5
1/25/17 P41 4:50 FLOOR 0002 22.5 335 7537.5
1/25/17 P42 4:55 S SLOPE 0002 12 50 600
1/25/17 P43 5:00 FLOOR 0002 22.5 100 2250
1/25/17 P44 5:19 FLOOR 0027 22.5 211 4747.5
1/25/17 P45 5:21 FLOOR 0027 22.5 273 6142.5
1/25/17 P46 5:30 FLOOR 0016 22.5 29 652.5
1/26/17 P47 7:44 W SLOPE 3494 22.5 500 11250
1/26/17 P48 7:50 E SLOPE 0020 22.5 302 6795
1/26/17 P49 8:01 W SLOPE 0020 22.5 185 4162.5
1/26/17 P50 8:10 FLOOR 4403 22.5 492 11070
1/26/17 P51 8:30 E SLOPE 3487 22.5 108 2430
1/26/17 P52 8:39 E SLOPE 3487 22.5 387 8707.5
1/26/17 P53 8:51 W SLOPE 0019 22.5 388 8730
1/26/17 P54 9:04 W SLOPE 0019 22.5 101 2272.5
1/26/17 P55 10:05 W SLOPE 0008 22.5 494 11115
1/26/17 P56 10:25 E SLOPE 4402 22.5 173 3892.5
1/26/17 P57 10:32 E SLOPE 4402 22.5 325 7312.5
1/27/17 P58 8:00 W SLOPE 4401 22.5 385 8662.5
1/27/17 P59 8:05 E SLOPE 4401 22.5 78 1755
1/27/17 P60 8:15 FLOOR 0015 22.5 500 11250
1703-27616 Material:
Gaston Co Landfill
1/25/17
Gastonia, NC 60 mil

Date
Deployed
Time
DeployedPanel No.Length
(FT)Roll No.
Project Location:
Panel Placement Log
Project Start Date:
HDPE
Project Name:
Area
(SQ FT)Panel Location Width (FT)
Project No.:
1/27/17 P61 8:21 FLOOR 4410 22.5 71 1597.5
1/27/17 P62 8:30 W SLOPE 4401 22.5 500 11250
1/27/17 P63 8:47 E SLOPE 4400 22.5 208 4680
1/27/17 P64 9:50 E SLOPE 41 22.5 281 6322.5
1/27/17 P65 10:01 W SLOPE 4411 22.5 323 7267.5
1/27/17 P66 10:08 W SLOPE 4411 22.5 153 3442.5
1/27/17 P67 10:20 E SLOPE 0018 22.5 420 9450
1/27/17 P68 10:40 W SLOPE 0018 22.5 67 1507.5
1/27/17 P69 10:50 E SLOPE 4414 22.5 500 11250
1/27/17 P70 1:25 E SLOPE 4417 22.5 500 11250
1/27/17 P71 1:45 W SLOPE 4412 22.5 48 1080
1/27/17 P72 1:48 E SLOPE 0017 22.5 500 11250
1/27/17 P73 1:58 W SLOPE 0006 22.5 37 832.5
1/27/17 P74 2:07 E SLOPE 4415 22.5 486 10935
1/27/17 P75 2:25 E SLOPE 4413 22.5 470 10575
1/27/17 P76 3:21 E SLOPE 0004 22.5 130 2925
1/27/17 P77 3:45 W SLOPE 4416 22.5 328 7380
1/27/17 P78 4:00 W SLOPE 4416 22.5 155 3487.5
1/27/17 P79 4:10 E SLOPE 3491 22.5 276 6210
1/27/17 P80 4:30 E SLOPE 3491 22.5 210 4725
1/27/17 P81 4:40 W SLOPE 3496 22.5 197 4432.5
1/27/17 P82 4:50 E SLOPE 3496 22.5 288 6480
1/27/17 P83 4:48 W SLOPE 0005 22.5 100 2250
1/29/17 P84 7:40 E SLOPE 0005 22.5 368 8280
1/29/17 P85 7:46 E SLOPE 3489 22.5 351 7897.5
1/29/17 P86 8:00 E SLOPE 3489 22.5 130 2925
1/29/17 P87 8:05 W SLOPE 0032 22.5 198 4455
1/29/17 P88 8:11 E SLOPE 0032 22.5 280 6300
1/29/17 P89 8:40 W SLOPE 3493 22.5 36 810
1/29/17 P90 8:45 E SLOPE 3493 22.5 224 5040
1703-27616 Material:
Gaston Co Landfill
1/25/17
Gastonia, NC 60 mil

Date
Deployed
Time
DeployedPanel No.Length
(FT)Roll No.
Project Location:
Panel Placement Log
Project Start Date:
HDPE
Project Name:
Area
(SQ FT)Panel Location Width (FT)
Project No.:
1/29/17 P91 9:00 E SLOPE 3493 22.5 177 3982.5
1/29/17 P92 9:07 FLOOR 3493 22.5 30 675
1/29/17 P93 9:15 E SLOPE 3484 22.5 88 1980
1/29/17 P94 9:20 E SLOPE 3484 22.5 54 1215
1/29/17 P95 9:24 E SLOPE 3484 22.5 29 652.5
1/29/17 P96 9:45 E SLOPE 3484 22.5 278 6255
1/29/17 P97 9:51 E SLOPE 3483 22.5 281 6322.5
1/29/17 P98 10:06 E SLOPE 3483 22.5 208 4680
1/29/17 P99 10:45 W SLOPE 3490 22.5 66 1485
1/29/17 P100 10:55 E SLOPE 3490 22.5 265 5962.5
1/29/17 P101 11:25 E SLOPE 3490 22.5 156 3510
1/29/17 P102 11:30 W SLOPE 0029 22.5 107 2407.5
1/29/17 P103 12:50 E SLOPE 0029 22.5 252 5670
1/29/17 P104 1:00 E SLOPE 0029 22.5 128 2880
1/29/17 P105 1:20 W SLOPE 0028 22.5 122 2745
1/29/17 P106 1:24 E SLOPE 0028 22.5 244 5490
1/29/17 P107 1:25 W SLOPE 0028 22.5 125 2812.5
1/29/17 P108 1:43 E SLOPE 3492 22.5 114 2565
1/29/17 P109 2:28 E SLOPE 3492 22.5 232 5220
1/29/17 P110 2:33 E SLOPE 3492 22.5 151 3397.5
1/29/17 P111 2:46 W SLOPE 3488 22.5 77 1732.5
1/29/17 P112 3:49 E SLOPE 3488 22.5 222 4995
1/29/17 P113 3:04 E SLOPE 3488 22.5 162 3645
1/29/17 P114 3:25 W SLOPE 0031 22.5 54 1215
1/29/17 P115 3:44 N SLOPE 0031 22.5 94 2115
1/29/17 P116 3:47 W SLOPE 0031 22.5 55 1237.5
1/29/17 P117 3:58 W SLOPE 0031 22.5 50 1125
1/29/17 P118 4:01 W SLOPE 0031 22.5 45 1012.5
1/29/17 P119 4:05 NW SLOPE 0031 22.5 25 562.5
1/29/17 P120 4:10 N SLOPE 0031 22.5 40 900
1703-27616 Material:
Gaston Co Landfill
1/25/17
Gastonia, NC 60 mil

Date
Deployed
Time
DeployedPanel No.Length
(FT)Roll No.
Project Location:
Panel Placement Log
Project Start Date:
HDPE
Project Name:
Area
(SQ FT)Panel Location Width (FT)
Project No.:
1/29/17 P121 4:15 NW SLOPE 0031 22.5 25 562.5
1/29/17 P122 4:35 N SLOPE 0025 22.5 86 1935
1/29/17 P123 4:45 N SLOPE 0031 22.5 76 1710
1/29/17 P124 4:47 N SLOPE 0025 22.5 65 1462.5
1/29/17 P125 4:59 N SLOPE 0025 22.5 44 990
1/29/17 P126 5:01 NE SLOPE 0025 22.5 30 675
1/29/17 P127 5:05 E SLOPE 0025 22.5 65 1462.5
1/29/17 P128 5:14 NE SLOPE 0025 22.5 46 1035
2/2/17 P129 7:42 W SLOPE 0025 22.5 43 967.5
2/2/17 P130 7:47 W SLOPE 0025 22.5 45 1012.5
2/2/17 P131 7:56 W SLOPE 0025 22.5 36 810
2/2/17 P132 8:04 W SLOPE 0023 22.5 50 1125
2/2/17 P133 8:10 W SLOPE 0023 22.5 47 1057.5
2/2/17 P134 8:15 W SLOPE 0023 22.5 39 877.5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Seaming Log and Non-Destructive Testing
Pe
e
l
:

9
0

P
e
e
l
:

9
0
60

m
i
l

T
h
i
c
k
n
e
s
s

S
h
e
a
r
:

1
2
0

S
h
e
a
r
:

1
2
0

14
0

1
2
1

1
1
5
13
8

1
3
6

1
4
5
12
0

1
0
8

1
2
3
10
6

1
0
6

1
1
8
12
4

1
1
9

1
3
7
13
2

1
0
9

1
1
2
14
3

1
4
7

1
3
0
14
9

1
7
9

1
3
8
12
8

1
3
5

1
3
5
13
9

1
2
5

1
5
5
10
7

1
0
3

1
0
8
10
8

1
0
6

1
1
4
10
6

1
1
1

1
0
8
10
7

1
1
7

1
0
9
10
0

1
2
3

1
1
3
10
8

1
1
7

1
0
7
10
9

1
1
3

1
1
2
12
3

1
0
1

1
2
6
12
2

1
1
6

1
2
0
10
9

1
2
5

1
0
6
10
2

1
1
0

1
0
5
13
5

1
0
2

1
2
2
1/
2
5
/
1
7

1
:
1
9

6
6
11
M#
3
2

A
O

8
6
0
/
5
0
0
1/
2
5
/
1
7

1
:
1
0

6
6
9 10
M#
3
2
P
17
7
86
0
/
5
0
0
M#
3
2

A
O
Ge
o
m
e
m
b
r
a
n
e

F
i
e
l
d

T
r
i
a
l

S
e
a
m

L
o
g
Pr
o
j
e
c
t

N
o
.
:

1
7
0
3
-
2
7
6
1
6

M
a
t
e
r
i
a
l
:
Ga
s
t
o
n
i
a
,

N
C
Se
a
m

S
t
r
e
n
g
t
h
HD
P
E
Pr
o
j
e
c
t

N
a
m
e
:
St
a
r
t

D
a
t
e
:

1
/
2
5
/
1
7
20
3

2
1
6
1
5
Pe
e
l

(p
p
i
)

IN
/
O
U
T
Sh
e
a
r

(p
p
i
)

Pass Fail Tech ID
Pr
o
j
e
c
t

S
e
a
m

R
e
q
u
i
r
e
m
e
n
t
s
SM/SM
M#
3
2

A
O

8
6
0
/
6
0
0
PDL
20
9
Remarks
M
a
c
h
i
n
e
O
p
e
r
a
t
o
r
4
3
2
1
We
d
g
e

E
x
t
r
u
d
e
r
2
1

1
/
2
5
/
1
7

8
:
1
0

3
9
Te
m
p
/

Sp
e
e
d

ºF
/
f
p
m

(o
r

%m
a
x
)
Ba
r
r
e
l
/

Pr
e
h
e
a
t

ºF
/
º
F
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l
Pr
o
j
e
c
t

L
o
c
a
t
i
o
n
:
We
l
d
e
r

I
D
S
a
m
p
l
e

#
Da
t
e

T
i
m
e
A
m
b
i
e
n
t

T
e
m
p
.
Extrusion:
Fu
s
i
o
n
:
5
4
3
1/
2
5
/
1
7

8
:
1
5

3
9
6

1
/
2
5
/
1
7

1
2
:
4
5

6
5
FT

8
5
0
/
5
0
0

2
3
9
54

1
/
2
5
/
1
7

8
:
1
5

3
9

8
6
0
/
5
0
0
1/
2
5
/
1
7

1
:
1
5

6
6
8
19
4

1
9
5

1
9
6
18
3

2
0
1

2
1
5
18
6

1
7
6
16
9

1
7
9

1
7
7
1/
2
5
/
1
7

1
:
1
5

6
6
7
AO

8
6
0
/
6
0
0
M#
3
2
3

1
/
2
5
/
1
7

8
:
1
8

3
9
2
18
2
85
0
/
6
0
0
1/
2
6
/
1
7

7
:
2
0

5
8
SM/SM SM/TX PDLPDL PDL
22
5

2
2
2
TX/TX DL

S
M
/
S
M
SM/SMPDLTX/TX
M#
5
4
M#
3
2

A
O
SM/SM PDLPDL
M#
5
4

F
T
M#
3
2

A
O

8
6
0
/
5
0
0

1
9
9

2
0
4

1
8
0
M#
2
0

S
S

8
6
0
/
6
0
0
1/
2
5
/
1
7

8
:
1
0

3
9

M
#
5
4

F
T

8
5
0
/
6
0
0
DL

S
M
/
S
M
17
3

1
6
8
AO

8
6
0
/
6
0
0

1
7
5

1
7
8

1
7
2
16
8

1
7
9

1
7
6

D
L
TX/TX DLPP PSM/TX
16
4

1
7
9

1
7
3
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l

-

Q
C

l
o
g
s
1
Pe
e
l
:

9
0

P
e
e
l
:

9
0
60

m
i
l

T
h
i
c
k
n
e
s
s

S
h
e
a
r
:

1
2
0

S
h
e
a
r
:

1
2
0

Ge
o
m
e
m
b
r
a
n
e

F
i
e
l
d

T
r
i
a
l

S
e
a
m

L
o
g
Pr
o
j
e
c
t

N
o
.
:

1
7
0
3
-
2
7
6
1
6

M
a
t
e
r
i
a
l
:
Ga
s
t
o
n
i
a
,

N
C
Se
a
m

S
t
r
e
n
g
t
h
HD
P
E
Pr
o
j
e
c
t

N
a
m
e
:
St
a
r
t

D
a
t
e
:

1
/
2
5
/
1
7
1
5
Pe
e
l

(p
p
i
)

IN
/
O
U
T
Sh
e
a
r

(p
p
i
)

Pass Fail Tech ID
Pr
o
j
e
c
t

S
e
a
m

R
e
q
u
i
r
e
m
e
n
t
s
Remarks
M
a
c
h
i
n
e
O
p
e
r
a
t
o
r
4
3
2
1
We
d
g
e

E
x
t
r
u
d
e
r
2
Te
m
p
/

Sp
e
e
d

ºF
/
f
p
m

(o
r

%m
a
x
)
Ba
r
r
e
l
/

Pr
e
h
e
a
t

ºF
/
º
F
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l
Pr
o
j
e
c
t

L
o
c
a
t
i
o
n
:
We
l
d
e
r

I
D
S
a
m
p
l
e

#
Da
t
e

T
i
m
e
A
m
b
i
e
n
t

T
e
m
p
.
Extrusion:
Fu
s
i
o
n
:
5
4
3
10
5

1
0
9

1
0
7
11
0

1
1
5

1
1
0
10
8

1
2
6

1
1
2
12
8

1
1
2

1
0
6
11
9

1
2
6

1
3
5
11
9

1
3
5

1
2
4
12
0

1
1
9

1
1
5
13
5

1
2
6

1
2
6
12
2

1
0
8

1
1
9
12
7

1
2
0

1
2
4
12
4

1
2
6

1
1
9
11
0

1
2
0

1
1
5
12
3

1
0
8

1
1
1
12
0

1
1
5

1
1
7
10
9

1
2
0

1
1
8
13
5

1
1
2

1
2
4
12
1

1
2
9

1
1
9
11
8

1
2
7

1
1
9
12
4

1
1
3

1
0
9
10
8

1
0
9

1
1
2
11
9

1
2
1

1
1
7
20
5

2
0
7

2
0
0
21
0

2
0
2
20
4
19
9

1
8
9

P

D
L
18
7
M#
3
2

A
O

8
6
0
/
6
0
0
22

1
/
2
7
/
1
7

7
:
2
0
TX/TX
1/
2
7
/
1
7

7
:
2
5

M
#
3
2

A
O

8
6
0
/
6
0
0
M#
5
4

F
T

8
5
0
/
6
0
0
SM/SM
19
8

1
8
7
21

1
/
2
7
/
1
7

7
:
4
2
20
4

P

D
L

T
X
/
T
X
21
0

2
0
5

1
9
5

P

D
L

S
M
/
S
M
M#
5
4

F
T

8
5
0
/
5
0
0
M#
2
0

S
S

8
6
0
/
6
0
0
20

1
/
2
7
/
1
7

7
:
1
5
19
1/
2
6
/
1
7

1
:
5
2

6
2
1817
1/
2
7
/
1
7

7
:
4
0
x-
2
2

J
V
19
8

2
1
0
18
9

1
9
2

1
8
8
7:
3
0

5
8
M#
2
0

S
S
86
0
/
6
0
0
PDL
18
9

1
9
6

1
9
2
15

1
/
2
6
/
1
7

7
:
4
0

5
8
1/
2
6
/
1
7
20
1
12

M
#
5
4

F
T

8
5
0
/
6
0
0
1/
2
6
/
1
7

7
:
2
0

5
8
P
19
2
86
0
/
6
0
0
16

1
/
2
6
/
1
7

7
:
4
5

5
8
1/
2
6
/
1
7

7
:
2
5

5
8
1413
M#
2
0

S
S
20
6
DL

S
M
/
S
M
DL

T
X
/
T
X
M#
3
2

F
T

8
5
0
/
5
0
0
P
21
0

2
1
0
P

D
L

T
X
/
T
X
M#
3
2

A
O

8
6
0
/
5
0
0
PDL

S
M
/
S
M
20
1

1
9
8

2
0
0
PDL

S
M
/
S
M
19
3

1
8
7
TX/TX PDL
55
0
/
5
5
0
TX/TX PDL
30 30 30 30 30
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l

-

Q
C

l
o
g
s
2
Pe
e
l
:

9
0

P
e
e
l
:

9
0
60

m
i
l

T
h
i
c
k
n
e
s
s

S
h
e
a
r
:

1
2
0

S
h
e
a
r
:

1
2
0

Ge
o
m
e
m
b
r
a
n
e

F
i
e
l
d

T
r
i
a
l

S
e
a
m

L
o
g
Pr
o
j
e
c
t

N
o
.
:

1
7
0
3
-
2
7
6
1
6

M
a
t
e
r
i
a
l
:
Ga
s
t
o
n
i
a
,

N
C
Se
a
m

S
t
r
e
n
g
t
h
HD
P
E
Pr
o
j
e
c
t

N
a
m
e
:
St
a
r
t

D
a
t
e
:

1
/
2
5
/
1
7
1
5
Pe
e
l

(p
p
i
)

IN
/
O
U
T
Sh
e
a
r

(p
p
i
)

Pass Fail Tech ID
Pr
o
j
e
c
t

S
e
a
m

R
e
q
u
i
r
e
m
e
n
t
s
Remarks
M
a
c
h
i
n
e
O
p
e
r
a
t
o
r
4
3
2
1
We
d
g
e

E
x
t
r
u
d
e
r
2
Te
m
p
/

Sp
e
e
d

ºF
/
f
p
m

(o
r

%m
a
x
)
Ba
r
r
e
l
/

Pr
e
h
e
a
t

ºF
/
º
F
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l
Pr
o
j
e
c
t

L
o
c
a
t
i
o
n
:
We
l
d
e
r

I
D
S
a
m
p
l
e

#
Da
t
e

T
i
m
e
A
m
b
i
e
n
t

T
e
m
p
.
Extrusion:
Fu
s
i
o
n
:
5
4
3
11
3

1
3
3

1
1
8
12
6

1
1
7

1
2
3
13
2

1
2
1

1
1
8
11
9

1
3
5

1
2
2
12
4

1
1
2

1
1
8
11
7

1
2
2

1
3
4
12
4

1
2
2

1
3
2
11
9

1
1
5

1
0
9
16
4

1
4
4

1
3
2
12
2

1
2
6

1
1
9
11
8

1
2
2

1
3
2
12
5

1
2
6

1
2
4
11
7

1
3
8

1
3
4
12
8

1
2
1

1
1
9
13
2

1
2
7

1
3
2
12
2

1
2
9

1
3
6
13
2

1
2
2

1
2
3
11
6

1
1
1

1
1
6
12
9

1
0
9

1
1
2
11
4

1
0
5

1
0
8
16
4

1
7
3
16
4

1
6
8

1
6
7
18
2
17
2
19
6

2
0
4

2
0
2
12
2
M#
5
4

F
T

8
5
0
/
6
0
0
32

7
:
1
0

3
3
DL

S
M
/
S
M
P

D
L

T
X
/
T
X
55
0
/
5
5
0
31

1
2
:
5
7

5
1
30

7
:
3
0

3
3
x-
2
2

J
V
x-
2
2

J
V
PSM/SM
M#
3
2

A
O

8
6
0
/
6
0
0
33
55
0
/
5
5
0

1
7
1

1
6
4

1
6
7
12
9

1
3
5
7:
0
9

3
3
12
2

1
4
4
P
1:
2
9

5
0
P

D
L

T
X
/
T
X
M#
5
4

F
T
PDL
AO
29

1
:
3
1

5
0
28

1
/
2
7
/
1
7
17
8

1
6
7

1
6
9
86
0
/
5
0
0
TX/TX
17
9

1
9
5
19
1

1
7
8
85
0
/
5
0
0
18
8
1/
2
7
/
1
6

1
:
3
2

5
0

8
6
0
/
5
0
0
PDL
1/
2
7
/
1
7
1:
3
0

5
0
23

1
/
2
7
/
1
7
TX/TX PDL
25

1
/
2
7
/
1
7

1
:
2
7
16
8
M#
3
2
M#
2
0

S
S
27
85
0
/
6
0
0
26

1
/
2
7
/
1
7

1
:
2
6

5
0
7:
1
0
50
M#
2
0

S
S
M#
5
4

F
T
86
0
/
6
0
0
M#
2
0

S
S

8
6
0
/
6
0
0
24

1
/
2
7
/
1
7
SM/SM SM/SM TX/TXPP
M#
3
2

A
O

8
6
0
/
6
0
0
17
7
18
8
13
6
SM/SM
13
5

1
4
5

1
3
6

P

D
L
DL PDL TX/TX DL DL
30
1/
2
8
/
1
7
1/
2
8
/
1
7
1/
2
9
/
1
7
1/
2
9
/
1
7
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l

-

Q
C

l
o
g
s
3
Pe
e
l
:

9
0

P
e
e
l
:

9
0
60

m
i
l

T
h
i
c
k
n
e
s
s

S
h
e
a
r
:

1
2
0

S
h
e
a
r
:

1
2
0

Ge
o
m
e
m
b
r
a
n
e

F
i
e
l
d

T
r
i
a
l

S
e
a
m

L
o
g
Pr
o
j
e
c
t

N
o
.
:

1
7
0
3
-
2
7
6
1
6

M
a
t
e
r
i
a
l
:
Ga
s
t
o
n
i
a
,

N
C
Se
a
m

S
t
r
e
n
g
t
h
HD
P
E
Pr
o
j
e
c
t

N
a
m
e
:
St
a
r
t

D
a
t
e
:

1
/
2
5
/
1
7
1
5
Pe
e
l

(p
p
i
)

IN
/
O
U
T
Sh
e
a
r

(p
p
i
)

Pass Fail Tech ID
Pr
o
j
e
c
t

S
e
a
m

R
e
q
u
i
r
e
m
e
n
t
s
Remarks
M
a
c
h
i
n
e
O
p
e
r
a
t
o
r
4
3
2
1
We
d
g
e

E
x
t
r
u
d
e
r
2
Te
m
p
/

Sp
e
e
d

ºF
/
f
p
m

(o
r

%m
a
x
)
Ba
r
r
e
l
/

Pr
e
h
e
a
t

ºF
/
º
F
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l
Pr
o
j
e
c
t

L
o
c
a
t
i
o
n
:
We
l
d
e
r

I
D
S
a
m
p
l
e

#
Da
t
e

T
i
m
e
A
m
b
i
e
n
t

T
e
m
p
.
Extrusion:
Fu
s
i
o
n
:
5
4
3
10
4

1
1
2

1
1
9
12
2

1
2
7

1
2
2
14
1

1
1
1

1
2
3
11
6

1
1
3

1
0
8
13
3

1
2
3

1
1
8
11
2

1
0
8

1
0
9
15
2

1
3
7

1
1
7
13
5

1
3
3

1
2
6
14
3

1
4
2

1
3
3
12
5

1
2
2

1
2
7
10
3

1
3
4

1
2
7
11
9

1
2
2

1
3
2
13
6

1
2
8

1
1
7
12
5

1
0
8

1
3
9
12
1

1
2
6

1
1
6
14
5

1
3
9

1
2
5
16
2

1
4
2

1
2
2
13
6

1
2
5

1
3
6
11
9

1
3
6

1
3
1
15
4

1
2
4

1
2
8
14
4

1
3
2

1
3
3
TX/TX SM/SM
16
6
12
:
5
5

5
2
43
x-
2
2
M#
3
2
1/
2
9
/
1
7
42
PP DL
16
8

1
6
6

1
7
2
36
M#
2
0

S
S

8
6
0
/
5
0
0
41

1
/
2
9
/
1
7
38

1
/
2
9
/
1
7

1
:
0
0

5
2

8
5
0
/
6
0
0
52
P
12
:
5
0
17
6

1
8
2

1
9
1
M#
2
0
P P
JV
52

M
#
5
4
17
4
20
2
18
0
55
0
/
5
5
0
1/
3
0
/
1
7

7
:
2
9

3
0
AO

8
6
0
/
5
0
0
20
3
19
7
20
5
20
1
20
1
44
1/
2
9
/
1
7
18
2
FT

8
5
0
/
5
0
0
12
:
5
2
SS

8
6
0
/
6
0
0
SM/SM
17
2

1
6
6

1
8
9
PP
40

1
/
2
9
/
1
7

1
:
0
5

5
2
39

1
/
2
9
/
1
7

1
:
0
0

5
2

S
S

8
6
0
/
6
0
0

1
6
3

1
7
3

1
7
3
M#
5
4

F
T
M#
3
2

A
O
P
17
2

1
8
9
86
0
/
6
0
0
37

1
/
2
9
/
1
7

7
:
0
4

3
3
M#
5
4

F
T

8
5
0
/
5
0
0
14
6
13
4
M#
3
2

A
O
16
9
16
4
86
0
/
6
0
0
1/
2
9
/
1
7

7
:
0
5

3
3
P
34

7
:
0
8

3
3
TX/TX
M#
2
0

S
S

8
6
0
/
5
0
0
35

1
/
2
9
/
1
7

7
:
1
0

3
3
M#
2
0
16
6

1
6
5
P
16
6
P
14
4

1
6
8

S
M
/
S
M
SM/SMTX/TX TX/TXTX/TXTX/TX TX/TXDLDLDLDLDLDLDLDLDLDL
1/
2
9
/
1
7
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l

-

Q
C

l
o
g
s
4
Pe
e
l
:

9
0

P
e
e
l
:

9
0
60

m
i
l

T
h
i
c
k
n
e
s
s

S
h
e
a
r
:

1
2
0

S
h
e
a
r
:

1
2
0

Ge
o
m
e
m
b
r
a
n
e

F
i
e
l
d

T
r
i
a
l

S
e
a
m

L
o
g
Pr
o
j
e
c
t

N
o
.
:

1
7
0
3
-
2
7
6
1
6

M
a
t
e
r
i
a
l
:
Ga
s
t
o
n
i
a
,

N
C
Se
a
m

S
t
r
e
n
g
t
h
HD
P
E
Pr
o
j
e
c
t

N
a
m
e
:
St
a
r
t

D
a
t
e
:

1
/
2
5
/
1
7
1
5
Pe
e
l

(p
p
i
)

IN
/
O
U
T
Sh
e
a
r

(p
p
i
)

Pass Fail Tech ID
Pr
o
j
e
c
t

S
e
a
m

R
e
q
u
i
r
e
m
e
n
t
s
Remarks
M
a
c
h
i
n
e
O
p
e
r
a
t
o
r
4
3
2
1
We
d
g
e

E
x
t
r
u
d
e
r
2
Te
m
p
/

Sp
e
e
d

ºF
/
f
p
m

(o
r

%m
a
x
)
Ba
r
r
e
l
/

Pr
e
h
e
a
t

ºF
/
º
F
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l
Pr
o
j
e
c
t

L
o
c
a
t
i
o
n
:
We
l
d
e
r

I
D
S
a
m
p
l
e

#
Da
t
e

T
i
m
e
A
m
b
i
e
n
t

T
e
m
p
.
Extrusion:
Fu
s
i
o
n
:
5
4
3
13
2

1
2
6

1
3
2
12
8

1
3
4

1
2
7
12
1

1
5
3

1
3
2
13
4

1
1
9

1
2
1
14
4

1
3
2

1
3
5
55535251544950
DL P
14
9

P
2/
2
/
1
7

7
:
3
6

4
6
15
9

1
5
4
55
0
/
5
0
0
PDL
x-
2
2
86
0
/
6
0
0
x-
2
2
1/
3
1
/
1
7

1
2
:
5
9

6
2
DL
15
4
16
6
AO
48
2/
2
/
1
7

7
:
2
5

4
6

M
#
3
2
55
0
/
5
0
0
16
6
JV
4746
JV
16
9

1
7
2
55
0
/
5
5
0

1
6
9
45

3
2

x
-
2
2

J
V
1/
3
1
/
1
7

7
:
2
5
P TX/TX
15
6
15
8

1
6
7
DLTX/TX SM/SMTX/TX
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l

-

Q
C

l
o
g
s
5
Material:

60

m
i
l

St
a
r
t

F
i
n
i
s
h

S
t
a
r
t

F
i
n
i
s
h
1/
2
5
/
1
7

P
-
2
/
3

9
:
0
3

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

8
0

3
0

2
9

2
:
0
0

2
:
0
5

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
3
/
4

9
:
4
5

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

7
8

3
0

3
0

1
:
5
2

1
:
5
7

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
4
/
5

1
0
:
0
3

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

7
8

3
0

3
0

1
:
4
5

1
:
5
0

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
5
/
6

1
0
:
3
7

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

1
:
4
0

1
:
4
5

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
4
/
6

1
0
:
4
1

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

1
:
5
0

1
:
5
5

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
3
/
6

1
0
:
4
4

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

1
:
5
3

1
:
5
8

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
/
6

2
:
4
6

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

2
:
0
2

2
:
0
7

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
6
/
7

9
:
4
6

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

6
8

3
0

3
0

2
:
1
3

2
:
1
8

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
7
/
8

1
0
:
2
3

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

6
7

3
0

2
8

2
:
2
0

2
:
2
5

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
/
7

2
:
3
7

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

2
:
1
4

2
:
1
9

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
/
8

2
:
3
8

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

2
:
2
1

2
:
2
6

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
8
/
9

1
0
:
5
4

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

6
6

3
0

3
0

2
:
2
4

2
:
2
9

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
9
/
1
0

1
1
:
3
4

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

6
5

3
0

3
0

2
:
2
4

2
:
2
9

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
/
9

2
:
3
4

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

2
:
2
3

2
:
2
8

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
/
1
0

2
:
3
6

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

2
9

2
:
3
4

2
:
3
9

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
1
0
/
1
1

1
1
:
4
9

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

6
3

3
0

3
0

2
:
3
8

2
:
4
3

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
1
1
/
1
2

1
0
:
5
8

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

6
3

3
0

3
0

2
:
4
1

2
:
4
6

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
/
1
1

2
:
2
5

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

2
:
3
8

2
:
4
3

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
/
1
2

2
:
2
2

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

2
:
4
2

2
:
4
7

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
1
2
/
1
3

1
1
:
1
5

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

6
1

3
0

3
0

2
:
4
5

2
:
5
0

S
S

1
/
2
6
/
1
7

P
r
o
j
e
c
t

L
o
c
a
t
i
o
n
:

WE
L
D

TI
M
E
TE
C
H

ID
Ma
c
h
i
n
e

ID
Air Pressure Test or V-Box Tech
Ma
c
h
i
n
e

Te
m
p
Time
Se
a
m

Le
n
g
t
h

(F
e
e
t
)
Ma
c
h
i
n
e

Sp
e
e
d

o
r

Pr
e
h
e
a
t
WE
L
D

D
A
T
E

S
E
A
M

#

(
P
#
/
P
#
)

S
t
a
r
t

P
o
i
n
t
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l
Se
a
m
i
n
g

a
n
d

N
o
n

D
e
s
t
ru
c
t
i
v
e

T
e
s
t

L
o
g

En
d

P
o
i
n
t
Date

P
r
o
j
e
c
t

N
o
.
:

St
a
r
t

D
a
t
e
:
HDPE

P
r
o
j
e
c
t

N
a
m
e
:

17
0
3
-
2
7
6
1
6
1/
2
5
/
1
7
Thickness :
Ga
s
t
o
n
i
a
,

N
C
PS
I
Material:

60

m
i
l

St
a
r
t

F
i
n
i
s
h

S
t
a
r
t

F
i
n
i
s
h

P
r
o
j
e
c
t

L
o
c
a
t
i
o
n
:

WE
L
D

TI
M
E
TE
C
H

ID
Ma
c
h
i
n
e

ID
Air Pressure Test or V-Box Tech
Ma
c
h
i
n
e

Te
m
p
Time
Se
a
m

Le
n
g
t
h

(F
e
e
t
)
Ma
c
h
i
n
e

Sp
e
e
d

o
r

Pr
e
h
e
a
t
WE
L
D

D
A
T
E

S
E
A
M

#

(
P
#
/
P
#
)

S
t
a
r
t

P
o
i
n
t
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l
Se
a
m
i
n
g

a
n
d

N
o
n

D
e
s
t
ru
c
t
i
v
e

T
e
s
t

L
o
g

En
d

P
o
i
n
t
Date

P
r
o
j
e
c
t

N
o
.
:

St
a
r
t

D
a
t
e
:
HDPE

P
r
o
j
e
c
t

N
a
m
e
:

17
0
3
-
2
7
6
1
6
1/
2
5
/
1
7
Thickness :
Ga
s
t
o
n
i
a
,

N
C
PS
I
1/
2
5
/
1
7

P
-
1
3
/
1
4

1
1
:
2
5

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

6
0

3
0

3
0

2
:
4
8

2
:
5
3

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
/
1
3

2
:
3
5

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

2
2

3
0

2
9

2
:
5
1

2
:
5
6

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
/
1
4

2
:
1
4

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

2
:
4
9

2
:
5
4

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
/
1
5

2
:
1
0

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

2
:
5
2

2
:
5
7

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
1
4
/
1
5

1
1
:
3
5

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

5
7

3
0

3
0

2
:
5
0

2
:
5
5

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
1
5
/
1
6

1
1
:
4
7

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

5
5

3
0

3
0

2
:
5
5

3
:
0
0

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
/
1
6

2
:
0
6

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
3

3
0

3
0

2
:
5
6

3
:
0
1

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
/
1
7

2
:
0
3

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
3

3
0

3
0

3
:
0
0

3
:
0
5

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
1
6
/
1
7

1
1
:
5
8

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

6
0

3
0

3
0

2
:
5
7

3
:
0
2

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
1
7
/
1
8

1
2
:
0
6

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

6
8

3
0

3
0

3
:
0
2

3
:
0
7

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
1
8
/
1
9

1
2
:
2
0

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

6
8

3
0

3
0

3
:
0
9

3
:
1
4

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
1
/
2

8
:
5
3

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

3
8
8

3
0

3
0

3
:
0
5

3
:
1
0

S
S

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
1
/
1
8

2
:
0
0

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

3
:
0
4

3
:
0
9

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
1
/
1
9

1
:
5
5

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

3
:
1
0

3
:
1
5

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
1
9
/
2
0

1
2
:
3
0

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

6
9

3
0

3
0

3
:
1
1

3
:
1
6

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
0
/
2
1

1
2
:
0
5

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

7
0

3
0

2
9

3
:
1
8

3
:
2
3

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
1
/
2
0

1
:
5
0

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

3
:
1
5

3
:
2
0

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
1
/
2
1

1
:
4
5

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

3
:
2
0

3
:
2
5

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
1
/
2
2

1
:
4
1

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

3
:
2
2

3
:
2
7

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
1
/
2
3

1
:
3
5

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

2
:
2
3

2
:
2
8

A
O

1
/
2
6
/
1
7
Material:

60

m
i
l

St
a
r
t

F
i
n
i
s
h

S
t
a
r
t

F
i
n
i
s
h

P
r
o
j
e
c
t

L
o
c
a
t
i
o
n
:

WE
L
D

TI
M
E
TE
C
H

ID
Ma
c
h
i
n
e

ID
Air Pressure Test or V-Box Tech
Ma
c
h
i
n
e

Te
m
p
Time
Se
a
m

Le
n
g
t
h

(F
e
e
t
)
Ma
c
h
i
n
e

Sp
e
e
d

o
r

Pr
e
h
e
a
t
WE
L
D

D
A
T
E

S
E
A
M

#

(
P
#
/
P
#
)

S
t
a
r
t

P
o
i
n
t
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l
Se
a
m
i
n
g

a
n
d

N
o
n

D
e
s
t
ru
c
t
i
v
e

T
e
s
t

L
o
g

En
d

P
o
i
n
t
Date

P
r
o
j
e
c
t

N
o
.
:

St
a
r
t

D
a
t
e
:
HDPE

P
r
o
j
e
c
t

N
a
m
e
:

17
0
3
-
2
7
6
1
6
1/
2
5
/
1
7
Thickness :
Ga
s
t
o
n
i
a
,

N
C
PS
I
1/
2
5
/
1
7

P
-
2
1
/
2
2

1
2
:
2
0

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

7
3

3
0

3
0

3
:
2
1

3
:
2
6

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
2
/
2
3

1
:
2
0

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

7
5

3
0

3
0

2
:
2
2

2
:
2
7

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
3
/
2
6

3
:
1
2

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

7
9

3
0

3
0

3
:
3
0

3
:
3
5

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
1
/
4
1

6
:
3
1

F
T

M
#
5
4

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

3
:
2
7

3
:
3
2

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
6
/
4
1

6
:
2
0

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

3
:
3
5

3
:
4
0

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
7
/
4
1

6
:
1
5

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

3
:
4
1

3
:
4
6

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
6
/
2
7

3
:
1
7

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

8
3

3
0

3
0

3
:
4
1

3
:
4
6

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
7
/
2
8

3
:
3
2

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

8
8

3
0

3
0

3
:
4
3

3
:
4
8

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
8
/
4
1

6
:
1
1

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

3
:
4
4

3
:
4
9

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
9
/
4
1

6
:
0
6

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

3
:
4
6

3
:
5
1

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
8
/
2
9

3
:
3
3

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

8
9

3
0

3
0

3
:
4
6

3
:
5
1

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
9
/
3
0

3
:
4
0

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

8
6

3
0

3
0

3
:
4
8

3
:
5
3

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
3
0
/
3
1

3
:
4
8

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

8
6

3
0

3
0

3
:
5
1

3
:
5
6

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
3
0
/
4
1

6
:
0
2

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

3
:
5
0

3
:
5
5

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
3
1
/
4
1

5
:
5
8

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

3
:
5
3

3
:
5
8

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
3
2
/
4
1

5
:
5
4

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

3
:
5
6

4
:
0
1

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
3
1
/
3
2

3
:
4
7

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

8
5

3
0

3
0

3
:
5
4

3
:
5
9

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
3
3
/
4
1

5
:
4
9

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

3
:
5
7

4
:
0
2

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
3
2
/
3
3

3
:
5
8

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

8
4

3
0

3
0

3
:
5
7

4
:
0
2

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
3
4
/
4
1

5
:
4
5

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

4
:
0
0

4
:
0
5

A
O

1
/
2
6
/
1
7
Material:

60

m
i
l

St
a
r
t

F
i
n
i
s
h

S
t
a
r
t

F
i
n
i
s
h

P
r
o
j
e
c
t

L
o
c
a
t
i
o
n
:

WE
L
D

TI
M
E
TE
C
H

ID
Ma
c
h
i
n
e

ID
Air Pressure Test or V-Box Tech
Ma
c
h
i
n
e

Te
m
p
Time
Se
a
m

Le
n
g
t
h

(F
e
e
t
)
Ma
c
h
i
n
e

Sp
e
e
d

o
r

Pr
e
h
e
a
t
WE
L
D

D
A
T
E

S
E
A
M

#

(
P
#
/
P
#
)

S
t
a
r
t

P
o
i
n
t
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l
Se
a
m
i
n
g

a
n
d

N
o
n

D
e
s
t
ru
c
t
i
v
e

T
e
s
t

L
o
g

En
d

P
o
i
n
t
Date

P
r
o
j
e
c
t

N
o
.
:

St
a
r
t

D
a
t
e
:
HDPE

P
r
o
j
e
c
t

N
a
m
e
:

17
0
3
-
2
7
6
1
6
1/
2
5
/
1
7
Thickness :
Ga
s
t
o
n
i
a
,

N
C
PS
I
1/
2
5
/
1
7

P
-
3
3
/
3
4

4
:
0
7

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

7
9

3
0

3
0

4
:
0
1

4
:
0
6

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
3
4
/
3
5

4
:
0
8

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

7
6

3
0

3
0

4
:
0
2

4
:
0
7

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
3
5
/
4
1

5
:
4
0

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

4
:
0
4

4
:
0
9

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
3
5
/
3
6

4
:
1
5

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

7
4

3
0

3
0

4
:
0
6

4
:
1
1

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
3
6
/
4
1

5
:
3
6

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

4
:
0
7

4
:
1
2

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
3
6
/
3
7

4
:
2
4

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

7
0

3
0

3
0

4
:
1
4

4
:
1
9

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
3
7
/
4
1

5
:
3
2

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

4
:
1
5

4
:
2
0

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
3
7
/
3
8

4
:
2
6

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

7
0

3
0

3
0

4
:
1
7

4
:
2
2

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
3
8
/
4
1

5
:
2
9

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

2
2

3
0

3
0

4
:
1
6

4
:
2
1

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
3
8
/
3
9

4
:
3
3

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

6
8

3
0

3
0

4
:
1
9

4
:
2
4

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
3
9
/
4
1

5
:
2
4

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

4
:
2
0

4
:
2
5

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
3
9
/
4
0

4
:
3
8

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

6
4

3
0

3
0

4
:
2
2

4
:
2
7

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
4
0
/
4
1

5
:
2
0

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

2
2

3
0

3
0

4
:
2
5

4
:
3
0

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
4
0
/
4
2

5
:
0
0

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

5
0

3
0

3
0

4
:
2
5

4
:
3
0

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
4
1
/
4
4

5
:
1
9

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

2
1
1

3
0

3
0

5
:
2
0

5
:
2
5

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
4
3
/
4
4

5
:
5
1

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

2
2

3
0

3
0

5
:
2
9

5
:
3
4

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
4
1
/
4
3

5
:
3
5

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

1
0
0

3
0

3
0

5
:
2
8

5
:
3
3

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
4
/
4
1

5
:
4
3

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

1
5

3
0

3
0

5
:
3
8

5
:
4
3

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
4
/
4
3

6
:
3
0

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

5
:
3
9

5
:
4
4

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
1
/
2
4

1
:
5
2

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

4
9
4

3
0

3
0

5
:
4
7

5
:
5
2

A
O

1
/
2
6
/
1
7
Material:

60

m
i
l

St
a
r
t

F
i
n
i
s
h

S
t
a
r
t

F
i
n
i
s
h

P
r
o
j
e
c
t

L
o
c
a
t
i
o
n
:

WE
L
D

TI
M
E
TE
C
H

ID
Ma
c
h
i
n
e

ID
Air Pressure Test or V-Box Tech
Ma
c
h
i
n
e

Te
m
p
Time
Se
a
m

Le
n
g
t
h

(F
e
e
t
)
Ma
c
h
i
n
e

Sp
e
e
d

o
r

Pr
e
h
e
a
t
WE
L
D

D
A
T
E

S
E
A
M

#

(
P
#
/
P
#
)

S
t
a
r
t

P
o
i
n
t
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l
Se
a
m
i
n
g

a
n
d

N
o
n

D
e
s
t
ru
c
t
i
v
e

T
e
s
t

L
o
g

En
d

P
o
i
n
t
Date

P
r
o
j
e
c
t

N
o
.
:

St
a
r
t

D
a
t
e
:
HDPE

P
r
o
j
e
c
t

N
a
m
e
:

17
0
3
-
2
7
6
1
6
1/
2
5
/
1
7
Thickness :
Ga
s
t
o
n
i
a
,

N
C
PS
I
1/
2
5
/
1
7

P
-
2
4
/
2
5

2
:
0
1

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

4
5
'
>
B
O
S

4
5

3
0

3
0

5
:
4
0

5
:
4
5

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
4
/
2
5

2
:
0
8

S
S

M
#
2
0

8
6
0

6
0
0

4
5
'
>
B
O
S

E
O
S

5
8

3
0

3
0

5
:
4
9

5
:
5
4

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
4
/
2
5

2
:
0
1

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

3
9
5
>
B
O
S

3
9
5

3
0

3
0

6
:
0
0

6
:
0
5

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
4
3
/
4
5

6
:
0
8

S
S

M
#
2
0

8
6
0

6
0
0

3
9
5
>
B
O
S

E
O
S

1
0
0

3
0

3
0

5
:
5
0

5
:
5
5

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
4
4
/
4
5

5
:
4
5

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

1
7
7

3
0

3
0

4
:
3
2

4
:
3
7

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
4
5
/
4
6

5
:
3
0

S
S

M
#
2
0

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

4
:
3
0

4
:
3
5

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
2
5
/
4
5

5
:
3
5

S
S

M
#
2
0

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

4
:
3
1

4
:
3
6

A
O

1
/
2
6
/
1
7
1/
2
5
/
1
7

P
-
4
4
/
4
6

5
:
4
0

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

3
0

3
0

3
0

4
:
3
0

4
:
3
5

A
O

1
/
2
6
/
1
7
1/
2
6
/
1
7

P
-
4
6
/
4
7

7
:
5
7

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

2
2

3
0

3
0

4
:
3
7

4
:
4
2

A
O

1
/
2
6
/
1
7
1/
2
6
/
1
7

P
-
4
5
/
4
7

8
:
0
3

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

2
7
8

3
0

3
0

4
:
3
6

4
:
4
1

A
O

1
/
2
6
/
1
7
1/
2
6
/
1
7

P
-
2
5
/
4
7

8
:
0
4

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

1
9
0
>
B
O
S

1
9
0

3
0

3
0

5
:
5
3

5
:
5
8

A
O

1
/
2
6
/
1
7
1/
2
6
/
1
7

P
-
2
5
/
4
7

9
:
0
8

A
O

M
#
3
2

8
6
0

6
0
0

1
9
0
>
B
O
S

E
O
S

6

3
0

3
0

6
:
0
3

6
:
0
8

A
O

1
/
2
6
/
1
7
1/
2
6
/
1
7

P
-
4
7
/
4
8

8
:
0
0

S
S

M
#
2
0

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

6
:
0
8

6
:
1
3

A
O

1
/
2
6
/
1
7
1/
2
6
/
1
7

P
-
2
5
/
4
8

9
:
1
0

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

3
0
2

3
0

3
0

6
:
0
2

6
:
0
7

A
O

1
/
2
6
/
1
7
1/
2
6
/
1
7

P
-
4
8
/
5
0

9
:
2
7

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

1
9
5

3
0

3
0

6
:
0
7

6
:
1
2

A
O

1
/
2
6
/
1
7
1/
2
6
/
1
7

P
-
4
7
/
5
0

9
:
0
2

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

2
9
6

3
0

3
0

5
:
0
0

5
:
0
5

A
O

1
/
2
6
/
1
7
1/
2
6
/
1
7

P
-
4
9
/
5
0

8
:
1
5

S
S

M
#
2
0

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

4
:
4
5

4
:
5
0

A
O

1
/
2
6
/
1
7
1/
2
6
/
1
7

P
-
4
7
/
4
9

8
:
1
0

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

1
9
4

3
0

3
0

4
:
4
4

4
:
4
9

A
O

1
/
2
6
/
1
7
1/
2
6
/
1
7

P
-
4
9
/
5
3

9
:
2
8

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

1
8
2

3
0

3
0

4
:
4
6

4
:
5
1

A
O

1
/
2
6
/
1
7
1/
2
6
/
1
7
P-
5
0
/
5
1

9
:
3
5
SS

M
#
2
0

8
6
0

5
0
0

B
O
S

E
O
S
22

3
0

2
9
4:46

4
:
5
1

A
O

1
/
2
6
/
1
7
Material:

60

m
i
l

St
a
r
t

F
i
n
i
s
h

S
t
a
r
t

F
i
n
i
s
h

P
r
o
j
e
c
t

L
o
c
a
t
i
o
n
:

WE
L
D

TI
M
E
TE
C
H

ID
Ma
c
h
i
n
e

ID
Air Pressure Test or V-Box Tech
Ma
c
h
i
n
e

Te
m
p
Time
Se
a
m

Le
n
g
t
h

(F
e
e
t
)
Ma
c
h
i
n
e

Sp
e
e
d

o
r

Pr
e
h
e
a
t
WE
L
D

D
A
T
E

S
E
A
M

#

(
P
#
/
P
#
)

S
t
a
r
t

P
o
i
n
t
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l
Se
a
m
i
n
g

a
n
d

N
o
n

D
e
s
t
ru
c
t
i
v
e

T
e
s
t

L
o
g

En
d

P
o
i
n
t
Date

P
r
o
j
e
c
t

N
o
.
:

St
a
r
t

D
a
t
e
:
HDPE

P
r
o
j
e
c
t

N
a
m
e
:

17
0
3
-
2
7
6
1
6
1/
2
5
/
1
7
Thickness :
Ga
s
t
o
n
i
a
,

N
C
PS
I
1/
2
6
/
1
7

P
-
4
8
/
5
1

9
:
4
0

S
S

M
#
2
0

8
5
0

6
0
0

B
O
S

E
O
S

1
1
0

3
0

3
0

4
:
4
8

4
:
5
3

A
O

1
/
2
6
/
1
7
1/
2
6
/
1
7

P
-
5
1
/
5
2

9
:
4
5

F
T

M
#
5
4

8
6
0

6
0
0

B
O
S

E
O
S

1
1
2

3
0

3
0

4
:
4
8

4
:
5
3

A
O

1
/
2
6
/
1
7
1/
2
6
/
1
7

P
-
5
0
/
5
3

9
:
4
9

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

2
0
9

3
0

3
0

4
:
5
8

5
:
0
3

A
O

1
/
2
6
/
1
7
1/
2
6
/
1
7

P
-
5
2
/
5
3

9
:
0
0

S
S

M
#
2
0

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

5
:
0
2

5
:
0
7

A
O

1
/
2
6
/
1
7
1/
2
6
/
1
7

P
-
5
0
/
5
2

1
0
:
1
3

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

2
7
9

3
0

3
0

6
:
1
5

6
:
2
0

A
O

1
/
2
6
/
1
7
1/
2
6
/
1
7

P
-
5
3
/
5
5

1
0
:
5
1

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

2
8
4

3
0

3
0

5
:
1
0

5
:
1
5

A
O

1
/
2
6
/
1
7
1/
2
6
/
1
7

P
-
5
4
/
5
5

1
0
:
1
8

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

5
:
0
7

5
:
1
2

A
O

1
/
2
6
/
1
7
1/
2
6
/
1
7

P
-
5
3
/
5
4

1
0
:
3
8

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

1
0
3

3
0

3
0

5
:
0
8

5
:
1
3

A
O

1
/
2
6
/
1
7
1/
2
6
/
1
7

P
-
5
2
/
5
5

1
1
:
0
4

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

6
3
>
B
O
S

6
3

3
0

3
0

8
:
0
0

8
:
0
5

A
O

1
/
2
8
/
1
7
1/
2
6
/
1
7

P
-
5
2
/
5
5

1
1
:
2
4

F
T

M
#
5
4

8
5
0

6
0
0

6
3
>
B
O
S

E
O
S

1
5
1

3
0

3
0

8
:
2
8

8
:
3
3

A
O

1
/
2
8
/
1
7
1/
2
6
/
1
7

P
-
5
5
/
5
6

1
0
:
4
0

F
T

M
#
5
4

8
5
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

8
:
4
1

8
:
4
6

A
O

1
/
2
8
/
1
7
1/
2
6
/
1
7

P
-
5
2
/
5
6

1
1
:
3
9

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

1
7
3

3
0

3
0

8
:
4
1

8
:
4
6

A
O

1
/
2
8
/
1
7
1/
2
6
/
1
7

P
-
5
6
/
5
7

1
2
:
3
3

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

1
7
3

3
0

3
0

8
:
4
5

8
:
5
0

A
O

1
/
2
8
/
1
7
1/
2
6
/
1
7

P
-
5
5
/
5
7

1
2
:
3
0

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

1
5
3

3
0

3
0

8
:
2
7

8
:
3
2

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
5
7
/
5
8

8
:
5
5

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

8
:
2
7

8
:
3
2

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
5
5
/
5
8

9
:
1
3

F
T

M
#
5
4

8
6
0

6
0
0

B
O
S

E
O
S

3
4
2

3
0

3
0

8
:
1
5

8
:
2
0

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
6
0
/
6
2

9
:
4
0

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

3
6
5

3
0

3
0

9
:
2
0

9
:
2
5

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
6
1
/
6
2

9
:
2
7

A
O

M
#
5
4

8
6
0

6
0
0

B
O
S

E
O
S

5
8

3
0

3
0

9
:
3
5

9
:
4
0

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
5
8
/
6
1

8
:
4
8

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

7
1

3
0

3
0

9
:
3
6

9
:
4
1

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
6
0
/
6
1

8
:
3
0

S
S

M
#
2
0

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

9
:
4
2

9
:
4
7

A
O

1
/
2
8
/
1
7
Material:

60

m
i
l

St
a
r
t

F
i
n
i
s
h

S
t
a
r
t

F
i
n
i
s
h

P
r
o
j
e
c
t

L
o
c
a
t
i
o
n
:

WE
L
D

TI
M
E
TE
C
H

ID
Ma
c
h
i
n
e

ID
Air Pressure Test or V-Box Tech
Ma
c
h
i
n
e

Te
m
p
Time
Se
a
m

Le
n
g
t
h

(F
e
e
t
)
Ma
c
h
i
n
e

Sp
e
e
d

o
r

Pr
e
h
e
a
t
WE
L
D

D
A
T
E

S
E
A
M

#

(
P
#
/
P
#
)

S
t
a
r
t

P
o
i
n
t
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l
Se
a
m
i
n
g

a
n
d

N
o
n

D
e
s
t
ru
c
t
i
v
e

T
e
s
t

L
o
g

En
d

P
o
i
n
t
Date

P
r
o
j
e
c
t

N
o
.
:

St
a
r
t

D
a
t
e
:
HDPE

P
r
o
j
e
c
t

N
a
m
e
:

17
0
3
-
2
7
6
1
6
1/
2
5
/
1
7
Thickness :
Ga
s
t
o
n
i
a
,

N
C
PS
I
1/
2
7
/
1
7

P
-
5
8
/
6
0

8
:
5
8

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

2
5
8

3
0

3
0

8
:
1
6

8
:
2
1

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
5
7
/
6
0

1
0
:
2
0

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

2
4
3

3
0

3
0

8
:
3
4

8
:
3
9

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
5
9
/
6
0

8
:
1
7

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

9
:
0
2

9
:
0
7

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
5
7
/
5
9

1
0
:
5
3

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

7
8

3
0

3
0

9
:
0
0

9
:
0
5

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
5
9
/
6
3

1
0
:
4
6

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

7
7

3
0

3
0

9
:
0
3

9
:
0
8

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
6
0
/
6
3

1
0
:
3
0

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

1
3
6

3
0

3
0

9
:
1
1

9
:
1
6

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
6
2
/
6
3

9
:
0
4

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

9
:
1
2

9
:
1
7

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
6
0
/
6
2

9
:
4
0

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

3
6
5

3
0

3
0

9
:
2
0

9
:
2
5

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
6
2
/
6
5

1
0
:
3
1

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

1
6
7
>
B
O
S

1
6
7

3
0

3
0

1
0
:
0
2

1
0
:
0
7

A
O

1
/
2
8/17
1/
2
7
/
1
7

P
-
6
2
/
6
5

1
0
:
4
5

F
T

M
#
5
4

8
5
0

6
0
0

1
6
7
>
B
O
S

E
O
S

1
5
9

3
0

3
0

8
:
5
2

8
:
5
7

A
O

1
/
2
8
/
17
1/
2
7
/
1
7

P
-
6
4
/
6
5

1
0
:
2
0

F
T

M
#
5
4

8
5
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

8
:
5
1

8
:
5
6

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
6
2
/
6
4

1
0
:
2
0

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

8
0

3
0

3
0

9
:
1
3

9
:
1
8

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
6
3
/
6
4

1
1
:
3
7

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

2
0
8

3
0

3
0

9
:
1
0

9
:
1
5

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
6
4
/
6
7

1
2
:
1
9

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

2
8
1

3
0

3
0

1
0
:
2
7

1
0
:
3
2

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
6
5
/
6
7

1
2
:
0
2

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

1
4
4

3
0

3
0

9
:
5
5

1
0
:
0
0

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
6
6
/
6
7

1
1
:
1
2

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

1
0
:
0
7

1
0
:
1
2

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
6
5
/
6
6

1
1
:
4
2

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

1
5
3

3
0

3
0

1
0
:
0
1

1
0
:
0
6

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
6
6
/
6
9

1
1
:
5
0

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

8
1

3
0

3
0

1
0
:
0
8

1
0
:
1
3

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
6
8
/
6
9

1
1
:
3
0

S
S

M
#
2
0

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

1
0
:
0
7

1
0
:
1
2

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
6
6
/
6
8

4
:
4
0

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

6
7

3
0

3
0

1
0
:
1
4

1
0
:
1
9

A
O

1
/
2
8
/
1
7
Material:

60

m
i
l

St
a
r
t

F
i
n
i
s
h

S
t
a
r
t

F
i
n
i
s
h

P
r
o
j
e
c
t

L
o
c
a
t
i
o
n
:

WE
L
D

TI
M
E
TE
C
H

ID
Ma
c
h
i
n
e

ID
Air Pressure Test or V-Box Tech
Ma
c
h
i
n
e

Te
m
p
Time
Se
a
m

Le
n
g
t
h

(F
e
e
t
)
Ma
c
h
i
n
e

Sp
e
e
d

o
r

Pr
e
h
e
a
t
WE
L
D

D
A
T
E

S
E
A
M

#

(
P
#
/
P
#
)

S
t
a
r
t

P
o
i
n
t
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l
Se
a
m
i
n
g

a
n
d

N
o
n

D
e
s
t
ru
c
t
i
v
e

T
e
s
t

L
o
g

En
d

P
o
i
n
t
Date

P
r
o
j
e
c
t

N
o
.
:

St
a
r
t

D
a
t
e
:
HDPE

P
r
o
j
e
c
t

N
a
m
e
:

17
0
3
-
2
7
6
1
6
1/
2
5
/
1
7
Thickness :
Ga
s
t
o
n
i
a
,

N
C
PS
I
1/
2
7
/
1
7

P
-
6
7
/
6
9

1
2
:
0
0

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

4
2
0

3
0

3
0

1
0
:
2
0

1
0
:
2
5

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
6
9
/
7
0

3
:
2
3

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

5
0
0

3
0

3
0

1
0
:
2
1

1
0
:
2
6

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
6
8
/
7
1

3
:
2
2

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

2
8
'
>
B
O
S

2
8

3
0

2
9

5
:
2
7

5
:
3
2

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
6
8
/
7
1

3
:
2
7

F
T

M
#
5
4

8
5
0

6
0
0

2
8
'
>
B
O
S

E
O
S

2
0

3
0

3
0

5
:
2
2

5
:
2
7

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
7
1
/
7
0

1
:
5
3

F
T

M
#
5
4

8
5
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

1
0
:
4
4

1
0
:
4
9

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
7
1
/
7
3

3
:
2
8

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

3
7

3
0

3
0

1
0
:
5
5

1
1
:
0
0

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
7
2
/
7
3

2
:
0
0

F
T

M
#
5
4

8
5
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

1
1
:
0
0

1
1
:
0
5

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
7
0
/
7
2

2
:
2
0

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

5
0
0

3
0

3
0

1
0
:
4
0

1
0
:
4
5

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
7
3
/
7
4

3
:
1
3

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

3
7

3
0

3
0

1
1
:
1
3

1
1
:
1
8

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
7
2
/
7
4

2
:
1
5

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

4
8
6

3
0

3
0

1
1
:
1
0

1
1
:
1
5

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
7
4
/
7
5

3
:
3
5

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

4
7
8

3
0

3
0

1
1
:
1
5

1
1
:
2
0

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
7
5
/
7
6

3
:
4
0

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

1
3
4

3
0

3
0

1
1
:
4
8

1
1
:
5
3

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
7
6
/
7
7

3
:
5
6

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

1
1
:
4
6

1
1
:
5
1

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
7
6
/
7
9

4
:
3
0

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

1
3
0

3
0

3
0

1
1
:
4
0

1
1
:
4
5

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
7
5
/
7
7

4
:
0
7

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

3
3
0

3
0

3
0

1
1
:
2
2

1
1
:
2
7

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
7
7
/
7
9

4
:
5
5

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

1
5
5

3
0

3
0

1
1
:
4
5

1
1
:
5
0

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
7
8
/
7
9

4
:
1
3

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

1
2
:
4
5

1
2
:
5
0

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
7
7
/
7
8

4
:
2
2

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

1
5
5

3
0

3
0

1
2
:
4
1

1
2
:
4
6

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
7
8
/
8
1

5
:
4
5

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

1
5
0

3
0

3
0

1
2
:
4
0

1
2
:
4
5

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
7
9
/
8
1

5
:
3
6

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

6
3

3
0

3
0

1
1
:
5
9

1
2
:
0
4

A
O

1
/
2
8
/
1
7
Material:

60

m
i
l

St
a
r
t

F
i
n
i
s
h

S
t
a
r
t

F
i
n
i
s
h

P
r
o
j
e
c
t

L
o
c
a
t
i
o
n
:

WE
L
D

TI
M
E
TE
C
H

ID
Ma
c
h
i
n
e

ID
Air Pressure Test or V-Box Tech
Ma
c
h
i
n
e

Te
m
p
Time
Se
a
m

Le
n
g
t
h

(F
e
e
t
)
Ma
c
h
i
n
e

Sp
e
e
d

o
r

Pr
e
h
e
a
t
WE
L
D

D
A
T
E

S
E
A
M

#

(
P
#
/
P
#
)

S
t
a
r
t

P
o
i
n
t
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l
Se
a
m
i
n
g

a
n
d

N
o
n

D
e
s
t
ru
c
t
i
v
e

T
e
s
t

L
o
g

En
d

P
o
i
n
t
Date

P
r
o
j
e
c
t

N
o
.
:

St
a
r
t

D
a
t
e
:
HDPE

P
r
o
j
e
c
t

N
a
m
e
:

17
0
3
-
2
7
6
1
6
1/
2
5
/
1
7
Thickness :
Ga
s
t
o
n
i
a
,

N
C
PS
I
1/
2
7
/
1
7

P
-
8
0
/
8
1

4
:
5
0

S
S

M
#
2
0

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

1
2
:
0
0

1
2
:
0
5

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
7
9
/
8
0

5
:
0
1

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

2
1
0

3
0

3
0

1
1
:
5
4

1
1
:
5
9

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
8
0
/
8
2

5
:
1
0

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

2
1
0

3
0

3
0

1
1
:
5
5

1
2
:
0
0

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
8
1
/
8
2

5
:
4
5

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

8
3

3
0

3
0

1
1
:
5
8

1
2
:
0
3

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
8
1
/
8
3

6
:
0
9

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

1
0
0

3
0

3
0

1
2
:
5
5

1
:
0
0

A
O

1
/
2
8
/
1
7
1/
2
7
/
1
7

P
-
8
2
/
8
3

6
:
0
0

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

2
2

3
0

3
0

1
2
:
5
4

1
2
:
5
9

A
O

1
/
2
8
/
1
7
1/
2
5
/
1
7

P
-
4
1
/
4
4

5
:
1
9

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

2
1
1

3
0

3
0

5
:
2
0

5
:
2
5

A
O

1
/
2
6
/
1
7
1/
2
9
/
1
7

P
-
8
3
/
8
4

8
:
5
2

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

1
0
0

3
0

3
0

7
:
1
5

7
:
2
0

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
8
2
/
8
4

7
:
5
4

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

2
8
7

3
0

3
0

7
:
1
7

7
:
2
2

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
8
4
/
8
5

9
:
0
0

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

1
5
7
'
>
B
O
S

1
5
7

3
0

3
0

7
:
3
0

7
:
3
5

S
S

1
/
3
0
/
17
1/
2
9
/
1
7

P
-
8
4
/
8
5

9
:
3
0

F
T

M
#
5
4

8
5
0

6
0
0

1
5
7
'
>
B
O
S

E
O
S

2
0
1

3
0

3
0

7
:
2
9

7
:
3
4

S
S

1
/
3
0
/
17
1/
2
9
/
1
7

P
-
8
5
/
8
7

8
:
5
0

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

2
0
4

3
0

3
0

7
:
3
3

7
:
3
8

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
8
6
/
8
7

8
:
1
5

S
S

M
#
2
0

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

8
:
1
9

8
:
2
4

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
8
5
/
8
6

8
:
3
1

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

1
3
1

3
0

3
0

8
:
1
8

8
:
2
3

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
8
6
/
8
8

9
:
2
3

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

1
2
5

3
0

3
0

8
:
2
3

8
:
2
8

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
8
7
/
8
8

9
:
4
2

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

1
5
7

3
0

3
0

7
:
4
1

7
:
4
6

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
8
8
/
8
9

9
:
1
2

F
T

M
#
5
4

8
5
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

7
:
4
8

7
:
5
3

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
8
7
/
8
9

1
0
:
0
5

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

3
6

3
0

3
0

7
:
3
5

7
:
4
0

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
8
9
/
9
6

1
0
:
4
0

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

3
6

3
0

3
0

7
:
5
2

7
:
5
7

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
8
8
/
9
0

1
0
:
4
9

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

6
3

3
0

2
9

7
:
5
4

7
:
5
9

S
S

1
/
3
0
/
1
7
Material:

60

m
i
l

St
a
r
t

F
i
n
i
s
h

S
t
a
r
t

F
i
n
i
s
h

P
r
o
j
e
c
t

L
o
c
a
t
i
o
n
:

WE
L
D

TI
M
E
TE
C
H

ID
Ma
c
h
i
n
e

ID
Air Pressure Test or V-Box Tech
Ma
c
h
i
n
e

Te
m
p
Time
Se
a
m

Le
n
g
t
h

(F
e
e
t
)
Ma
c
h
i
n
e

Sp
e
e
d

o
r

Pr
e
h
e
a
t
WE
L
D

D
A
T
E

S
E
A
M

#

(
P
#
/
P
#
)

S
t
a
r
t

P
o
i
n
t
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l
Se
a
m
i
n
g

a
n
d

N
o
n

D
e
s
t
ru
c
t
i
v
e

T
e
s
t

L
o
g

En
d

P
o
i
n
t
Date

P
r
o
j
e
c
t

N
o
.
:

St
a
r
t

D
a
t
e
:
HDPE

P
r
o
j
e
c
t

N
a
m
e
:

17
0
3
-
2
7
6
1
6
1/
2
5
/
1
7
Thickness :
Ga
s
t
o
n
i
a
,

N
C
PS
I
1/
2
9
/
1
7

P
-
8
8
/
9
1

1
1
:
0
7

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

5
8

3
0

3
0

8
:
0
3

8
:
0
8

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
8
8
/
9
2

1
1
:
2
0

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

5
7

3
0

2
9

8
:
0
6

8
:
1
1

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
8
8
/
9
4

1
1
:
3
9

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

6
0

3
0

3
0

8
:
4
7

8
:
5
2

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
8
8
/
9
5

1
2
:
0
0

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

3
0

3
0

3
0

8
:
5
1

8
:
5
6

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
9
4
/
9
5

1
0
:
3
2

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

2
9

3
0

3
0

8
:
5
0

8
:
5
5

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
9
3
/
9
4

9
:
5
4

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

3
1
'
>
B
O
S

3
1

3
0

3
0

8
:
3
5

8
:
4
0

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
9
3
/
9
4

1
0
:
2
7

F
T

M
#
5
4

8
5
0

6
0
0

3
1
'
>
B
O
S

E
O
S

8
4

3
0

3
0

8
:
5
4

8
:
5
9

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
9
1
/
9
3

9
:
4
8

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

8
7

3
0

3
0

8
:
5
8

9
:
0
3

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
9
2
/
9
3

9
:
3
0

S
S

M
#
2
0

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

8
:
3
3

8
:
3
8

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
9
1
/
9
2

9
:
4
0

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

5
2

3
0

2
9

8
:
0
7

8
:
1
2

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
9
0
/
9
1

9
:
2
0

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

1
9
6

3
0

2
9

8
:
0
2

8
:
0
7

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
9
0
/
9
6

1
0
:
3
0

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

2
5
2

3
0

3
0

7
:
5
6

8
:
0
1

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
9
6
/
9
7

1
0
:
4
9

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

2
8
2

3
0

3
0

9
:
1
3

9
:
1
8

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
9
7
/
9
8

1
1
:
3
8

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

2
0
8

3
0

2
9

9
:
0
2

9
:
0
7

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
9
8
/
9
9

1
1
:
1
5

S
S

M
#
2
0

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

9
:
0
4

9
:
0
9

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
9
7
/
9
9

1
1
:
2
5

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

6
6

3
0

3
0

9
:
0
1

9
:
0
6

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
9
9
/
1
0
0

1
1
:
4
3

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

6
3

3
0

2
9

9
:
0
7

9
:
1
2

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
9
8
/
1
0
0

1
1
:
5
9

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

2
0
8

3
0

3
0

9
:
0
6

9
:
1
1

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
0
0
/
1
0
2

1
:
0
9

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

1
0
8

3
0

3
0

9
:
1
5

9
:
2
0

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
0
1
/
1
0
2

1
:
0
4

S
S

M
#
2
0

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

9
:
2
5

9
:
3
0

S
S

1
/
3
0
/
1
7
Material:

60

m
i
l

St
a
r
t

F
i
n
i
s
h

S
t
a
r
t

F
i
n
i
s
h

P
r
o
j
e
c
t

L
o
c
a
t
i
o
n
:

WE
L
D

TI
M
E
TE
C
H

ID
Ma
c
h
i
n
e

ID
Air Pressure Test or V-Box Tech
Ma
c
h
i
n
e

Te
m
p
Time
Se
a
m

Le
n
g
t
h

(F
e
e
t
)
Ma
c
h
i
n
e

Sp
e
e
d

o
r

Pr
e
h
e
a
t
WE
L
D

D
A
T
E

S
E
A
M

#

(
P
#
/
P
#
)

S
t
a
r
t

P
o
i
n
t
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l
Se
a
m
i
n
g

a
n
d

N
o
n

D
e
s
t
ru
c
t
i
v
e

T
e
s
t

L
o
g

En
d

P
o
i
n
t
Date

P
r
o
j
e
c
t

N
o
.
:

St
a
r
t

D
a
t
e
:
HDPE

P
r
o
j
e
c
t

N
a
m
e
:

17
0
3
-
2
7
6
1
6
1/
2
5
/
1
7
Thickness :
Ga
s
t
o
n
i
a
,

N
C
PS
I
1/
2
9
/
1
7

P
-
1
0
0
/
1
0
1

1
:
2
4

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

1
5
6

3
0

3
0

9
:
2
1

9
:
2
6

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
0
2
/
1
0
3

1
:
0
8

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

1
0
6

3
0

3
0

9
:
2
8

9
:
3
3

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
0
1
/
1
0
3

1
:
2
4

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

1
5
6

3
0

3
0

9
:
3
0

9
:
3
5

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
0
3
/
1
0
5

1
:
3
7

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

1
2
4

3
0

3
0

9
:
5
5

1
0
:
0
0

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
0
4
/
1
0
5

1
:
2
5

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

2
2

3
0

3
0

9
:
3
9

9
:
4
4

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
0
3
/
1
0
4

1
:
5
5

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

1
2
8

3
0

3
0

9
:
3
4

9
:
3
9

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
0
4
/
1
0
6

2
:
0
5

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

1
2
7

3
0

2
9

9
:
4
4

9
:
4
9

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
0
5
/
1
0
6

1
:
5
0

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

1
2
2

3
0

3
0

9
:
3
9

9
:
4
4

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
0
6
/
1
0
7

2
:
0
7

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

1
2
7

3
0

2
9

9
:
4
5

9
:
5
0

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
0
6
/
1
0
8

2
:
2
6

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

1
1
4

3
0

3
0

9
:
5
5

1
0
:
0
0

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
0
7
/
1
0
8

2
:
0
0

F
T

M
#
5
4

8
5
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

9
:
5
3

9
:
5
8

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
0
7
/
1
0
9

2
:
4
1

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

1
2
5

3
0

3
0

1
0
:
0
2

1
0
:
0
7

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
0
8
/
1
0
9

2
:
5
8

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

1
1
3

3
0

3
0

1
0
:
0
1

1
0
:
0
6

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
0
9
/
1
1
1

2
:
5
0

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

8
1

3
0

3
0

1
0
:
0
6

1
0
:
1
1

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
1
0
/
1
1
1

2
:
5
5

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

1
0
:
0
7

1
0
:
1
2

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
0
9
/
1
1
0

3
:
0
0

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

1
5
1

3
0

3
0

1
0
:
0
5

1
0
:
1
0

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
1
1
/
1
1
2

3
:
0
0

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

7
6

3
0

3
0

1
0
:
1
4

1
0
:
1
9

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
1
0
/
1
1
2

3
:
1
7

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

1
4
9

3
0

3
0

1
0
:
1
5

1
0
:
2
0

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
1
2
/
1
1
3

3
:
5
5

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

1
6
3

3
0

3
0

1
0
:
1
6

1
0
:
2
1

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
1
2
/
1
1
4

3
:
4
5

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

6
0

3
0

3
0

1
0
:
1
7

1
0
:
2
2

S
S

1
/
3
0
/
1
7
Material:

60

m
i
l

St
a
r
t

F
i
n
i
s
h

S
t
a
r
t

F
i
n
i
s
h

P
r
o
j
e
c
t

L
o
c
a
t
i
o
n
:

WE
L
D

TI
M
E
TE
C
H

ID
Ma
c
h
i
n
e

ID
Air Pressure Test or V-Box Tech
Ma
c
h
i
n
e

Te
m
p
Time
Se
a
m

Le
n
g
t
h

(F
e
e
t
)
Ma
c
h
i
n
e

Sp
e
e
d

o
r

Pr
e
h
e
a
t
WE
L
D

D
A
T
E

S
E
A
M

#

(
P
#
/
P
#
)

S
t
a
r
t

P
o
i
n
t
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l
Se
a
m
i
n
g

a
n
d

N
o
n

D
e
s
t
ru
c
t
i
v
e

T
e
s
t

L
o
g

En
d

P
o
i
n
t
Date

P
r
o
j
e
c
t

N
o
.
:

St
a
r
t

D
a
t
e
:
HDPE

P
r
o
j
e
c
t

N
a
m
e
:

17
0
3
-
2
7
6
1
6
1/
2
5
/
1
7
Thickness :
Ga
s
t
o
n
i
a
,

N
C
PS
I
1/
2
9
/
1
7

P
-
1
1
3
/
1
1
4

3
:
3
5

S
S

M
#
2
0

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

1
0
:
2
1

1
0
:
2
6

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
1
4
/
1
1
6

3
:
5
5

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

5
5

3
0

3
0

1
0
:
2
6

1
0
:
3
1

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
1
3
/
1
1
5

5
:
3
3

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

1
0
:
2
9

1
0
:
3
4

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
1
3
/
1
2
2

5
:
3
8

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

1
1
:
0
1

1
1
:
0
6

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
1
3
/
1
2
3

5
:
4
3

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

1
1
:
0
1

1
1
:
0
6

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
1
3
/
1
2
7

5
:
4
0

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

8
8

3
0

3
0

1
1
:
0
9

1
1
:
1
4

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
2
7
/
1
2
8

5
:
4
5

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

4
7

3
0

3
0

1
1
:
1
8

1
1
:
2
3

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
2
4
/
1
2
7

6
:
0
8

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

3
1

3
0

3
0

1
1
:
0
8

1
1
:
1
3

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
2
5
/
1
2
7

6
:
1
4

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

1
7

3
0

3
0

1
1
:
1
4

1
1
:
1
9

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
2
5
/
1
2
8

6
:
1
6

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

1
4

3
0

3
0

1
1
:
1
9

1
1
:
2
4

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
2
6
/
1
2
8

6
:
2
0

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

1
2
'
>
B
O
S

1
2

3
0

3
0

1
1
:
2
4

1
1
:
2
9

S
S

1
/
3
0/17
1/
2
9
/
1
7

P
-
1
2
6
/
1
2
8

6
:
2
5

A
O

M
#
3
2

8
6
0

5
0
0

1
2
'
>
B
O
S

E
O
S

1
7

3
0

3
0

1
1
:
3
5

1
1
:
4
0

S
S

1
/
3
0/17
1/
2
9
/
1
7

P
-
1
2
5
/
1
2
6

5
:
4
5

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

2
7

3
0

3
0

1
1
:
2
5

1
1
:
3
0

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
2
4
/
1
2
5

5
:
3
3

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

5
2

3
0

3
0

1
1
:
1
3

1
1
:
1
8

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
2
3
/
1
2
4

5
:
1
5

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

7
5

3
0

3
0

1
1
:
0
4

1
1
:
0
9

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
2
2
/
1
2
3

4
:
5
8

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

8
5

3
0

3
0

1
1
:
0
2

1
1
:
0
7

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
1
5
/
1
2
2

4
:
4
0

S
S

M
#
2
0

8
6
0

6
0
0

B
O
S

E
O
S

8
9

3
0

3
0

1
0
:
5
5

1
1
:
0
0

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
1
5
/
1
2
0

5
:
1
0

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

5
0

3
0

2
9

1
0
:
4
3

1
0
:
4
8

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
1
5
/
1
1
7

5
:
1
9

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

1
0
:
3
4

1
0
:
3
9

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
1
5
/
1
1
6

5
:
2
3

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
2

3
0

3
0

1
0
:
2
7

1
0
:
3
2

S
S

1
/
3
0
/
1
7
Material:

60

m
i
l

St
a
r
t

F
i
n
i
s
h

S
t
a
r
t

F
i
n
i
s
h

P
r
o
j
e
c
t

L
o
c
a
t
i
o
n
:

WE
L
D

TI
M
E
TE
C
H

ID
Ma
c
h
i
n
e

ID
Air Pressure Test or V-Box Tech
Ma
c
h
i
n
e

Te
m
p
Time
Se
a
m

Le
n
g
t
h

(F
e
e
t
)
Ma
c
h
i
n
e

Sp
e
e
d

o
r

Pr
e
h
e
a
t
WE
L
D

D
A
T
E

S
E
A
M

#

(
P
#
/
P
#
)

S
t
a
r
t

P
o
i
n
t
Ga
s
t
o
n

C
o

L
a
n
d
f
i
l
l
Se
a
m
i
n
g

a
n
d

N
o
n

D
e
s
t
ru
c
t
i
v
e

T
e
s
t

L
o
g

En
d

P
o
i
n
t
Date

P
r
o
j
e
c
t

N
o
.
:

St
a
r
t

D
a
t
e
:
HDPE

P
r
o
j
e
c
t

N
a
m
e
:

17
0
3
-
2
7
6
1
6
1/
2
5
/
1
7
Thickness :
Ga
s
t
o
n
i
a
,

N
C
PS
I
1/
2
9
/
1
7

P
-
1
1
6
/
1
1
7

4
:
0
8

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

5
6

3
0

3
0

1
0
:
3
3

1
0
:
3
8

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
1
7
/
1
1
8

4
:
2
8

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

1
6
'
>
B
O
S

1
6

3
0

3
0

1
0
:
5
3

1
0
:
5
8

S
S

1
/
3
0/17
1/
2
9
/
1
7

P
-
1
1
7
/
1
1
8

4
:
2
0

A
O

M
#
3
2

8
6
0

6
0
0

1
6
'
>
B
O
S

E
O
S

3
7

3
0

3
0

1
0
:
3
9

1
0
:
4
4

S
S

1
/
3
0/17
1/
2
9
/
1
7

P
-
1
1
8
/
1
2
0

4
:
4
8

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

2
9

3
0

3
0

1
0
:
4
5

1
0
:
5
0

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
1
9
/
1
2
1

4
:
5
5

A
O

M
#
3
2

8
6
0

5
0
0

B
O
S

E
O
S

5
8

3
0

3
0

1
0
:
4
7

1
0
:
5
2

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
2
0
/
1
2
1

4
:
2
0

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

2
8

3
0

3
0

1
0
:
4
6

1
0
:
5
1

S
S

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
1
1
8
/
1
1
9

4
:
3
0

A
O

M
#
3
2

8
6
0

6
0
0

B
O
S

E
O
S

2
9

3
0

3
0

1
0
:
4
5

1
0
:
5
0

S
S

1
/
3
0
/
1
7
0:05 0:05 0:05 0:05 0:05 0:05 0:05 0:05 0:05 0:05 0:05 0:05 0:05
Field Destructive Testing Results

Pe
e
l
:

9
0

P
e
e
l
:

9
0
Sh
e
a
r
:

1
2
0

S
h
e
a
r
:

1
2
0

6
0
11
1

1
1
6

1
1
7

1
3
3

1
1
8
12
7

1
3
3

1
2
7

1
3
6

1
2
9
14
7

1
2
8

1
0
4

1
0
8

1
0
8
11
1

1
0
3

1
2
1

1
1
4

1
3
7
10
8

1
0
4

1
0
1

1
1
3

1
0
8
12
2

1
0
9

1
0
7

1
1
2

1
1
7
11
9

1
2
3

1
1
9

1
1
8

1
2
2
12
6

1
0
2

1
3
2

1
3
4

1
4
9
11
3

1
1
3

1
3
1

1
3
4

1
3
7
13
1

1
3
8

1
4
5

1
0
9

1
2
6
10
8

1
2
0

1
1
7

1
2
3

1
0
7
13
3

1
0
2

1
0
2

1
1
9

1
2
0
11
4

1
2
0

1
2
4

1
2
1

1
3
1
12
8

1
3
6

1
3
9

1
3
7

1
2
6
12
1

1
2
3

1
1
7

1
1
6

1
1
8
14
4

1
4
8

1
5
6

1
3
3

1
2
9
10
1

9
7

9
9

1
1
2

1
3
4
13
1

1
1
4

1
3
7

1
3
8

1
4
4
14
4

1
3
9

1
3
8

1
2
6

1
3
9
13
3

1
2
6

1
1
3

1
3
3

1
2
4
15
7

1
4
7

1
0
2

1
4
8

1
4
6
14
3

1
4
5

1
4
0

1
4
4

1
3
7
DL
SS

8
6
0
/
6
0
0
SS
DL
7

P
-
3
2
/
3
3

1
/
2
5
/
1
7

M
#
2
0
9

P
-
4
/
3

1
/
2
6
/
1
7

M
#
3
2

8
6
0
/
6
0
0
AO
11

8
6
0
/
5
0
0
PDL
P-
2
/
1
5
10

P
-
1
5
/
1
6

1
/
2
6
/
1
6

M
#
3
2

A
O
1/
2
6
/
1
7

M
#
3
2
86
0
/
6
0
0
DL
18
3

1
8
9

2
0
1

1
9
9

1
9
2
17
7

1
8
8

1
7
2

1
7
8
16
3

1
6
6

1
6
7

1
7
4

1
6
6
16
3

1
7
3

1
6
6

1
7
2

1
6
6
AO
DL
13
7

1
4
6

1
4
8

1
5
2

1
7
2
P
3

P
-
1
/
2
4

1
/
2
6
/
1
7

M
#
5
4
FTFT
PDL
4

P
-
2
7
/
2
8

1
/
2
5
/
1
7

M
#
5
4
17
7

1
7
9

1
8
3

1
8
2

1
7
8
17
8

1
7
4

1
8
2

1
9
2
P-
4
1
/
4
5

1
/
2
5
/
1
7

M
#
5
4
P
SS

8
6
0
/
6
0
0
P PDL
6

P
-
2
4
/
2
5
8

P
-
4
4
/
4
5

1
/
2
5
/
1
7

M
#
2
0
5

8
5
0
/
6
0
0
DL DL
86
0
/
6
0
0
P
FT
190
17
7

1
8
3

1
7
9

1
7
9

1
8
8
Pr
o
j
e
c
t

N
o
.
:

1
7
0
3
-
2
7
6
1
6

M
a
t
e
r
i
a
l
:

H
D
P
E
Ge
o
m
e
m
b
r
a
n
e

S
e
a
m

D
e
s
t
r
u
c
t
i
v
e

T
e
s
t

L
o
g
Pr
o
j
e
c
t

L
o
c
a
t
i
o
n
:

G
a
s
t
o
n
i
a
,

N
C
Pr
o
j
e
c
t

N
a
m
e
:

G
a
s
t
o
n

C
o

L
a
n
d
f
i
l
l
St
a
r
t

D
a
t
e
:
Mi
l

T
h
i
c
k
n
e
s
s
45
12
3
Ex
t
r
u
d
e
r

S
e
a
m

S
t
r
e
n
g
t
h
P Tech ID
23
1/
2
5
/
1
7
D
S
#
Lo
c
a
t
i
o
n
Da
t
e

Re
m
o
v
e
d
We
l
d
e
r

I
D
M
a
c
h
i
n
e
O
p
e
r
a
t
o
r
45
FT
PDL DL P
2

P
-
8
/
9

1
/
2
6
/
1
7

M
#
5
4

F
T
1

P
-
1
/
2

1
/
2
6
/
1
6

M
#
5
4
1/
2
5
/
1
7

M
#
2
0
Pr
o
j
e
c
t

S
e
a
m

R
e
q
u
i
r
e
m
e
n
t
s
Extrusion:Fusion:
Te
m
p
/

Sp
e
e
d

ºF
/
f
p
m

(o
r

%m
a
x
)
Ba
r
r
e
l
/

Pr
e
h
e
a
t

ºF
/
º
F
Pe
e
l

(p
p
i
)

IN
/
O
U
T
Sh
e
a
r

(p
p
i
)

Pass Fail
1
We
d
g
e
18
8

1
9
2

1
8
3

1
8
2

1
7
8
16
2

1
6
8

1
7
2

1
7
8

1
6
8
17
8

1
7
4

1
8
8

1
8
1

1
7
6
18
0
P
85
0
/
6
0
0
85
0
/
6
0
0
85
0
/
6
0
0
85
0
/
6
0
0
Pe
e
l
:

9
0

P
e
e
l
:

9
0
Sh
e
a
r
:

1
2
0

S
h
e
a
r
:

1
2
0

6
0
Pr
o
j
e
c
t

N
o
.
:

1
7
0
3
-
2
7
6
1
6

M
a
t
e
r
i
a
l
:

H
D
P
E
Ge
o
m
e
m
b
r
a
n
e

S
e
a
m

D
e
s
t
r
u
c
t
i
v
e

T
e
s
t

L
o
g
Pr
o
j
e
c
t

L
o
c
a
t
i
o
n
:

G
a
s
t
o
n
i
a
,

N
C
Pr
o
j
e
c
t

N
a
m
e
:

G
a
s
t
o
n

C
o

L
a
n
d
f
i
l
l
St
a
r
t

D
a
t
e
:
Mi
l

T
h
i
c
k
n
e
s
s
45
12
3
Ex
t
r
u
d
e
r

S
e
a
m

S
t
r
e
n
g
t
h
Tech ID
23
1/
2
5
/
1
7
D
S
#
Lo
c
a
t
i
o
n
Da
t
e

Re
m
o
v
e
d
We
l
d
e
r

I
D
M
a
c
h
i
n
e
O
p
e
r
a
t
o
r
45
Pr
o
j
e
c
t

S
e
a
m

R
e
q
u
i
r
e
m
e
n
t
s
Extrusion:Fusion:
Te
m
p
/

Sp
e
e
d

ºF
/
f
p
m

(o
r

%m
a
x
)
Ba
r
r
e
l
/

Pr
e
h
e
a
t

ºF
/
º
F
Pe
e
l

(p
p
i
)

IN
/
O
U
T
Sh
e
a
r

(p
p
i
)

Pass Fail
1
We
d
g
e
12
7

1
2
3

1
4
7

1
2
8

1
2
6
11
8

1
2
0

1
2
3

1
3
2

1
3
8
12
3

1
2
6

1
2
8

1
2
2

1
1
9
12
3

1
1
6

1
1
6

1
2
7

1
2
8
11
1

1
3
1

1
1
6

1
3
7

1
3
8
13
3

1
1
2

1
4
3

1
0
4

1
1
2
14
1

1
2
6

1
3
1

1
2
4

1
2
6
11
6

1
2
6

1
0
3

1
3
4

1
3
2
12
7

1
2
7

1
4
3

1
2
9

1
2
7
12
7

1
1
7

1
0
7

1
2
0

1
0
6
11
2

1
1
9

1
1
2

1
2
0

1
1
9
15
8

1
5
8

1
5
3

1
4
9

1
5
3
11
8

1
2
0

1
2
4

1
2
1

1
1
2
13
3

1
3
1

1
1
3

1
1
8

1
1
6
12
2

1
2
6

1
4
7

1
0
9

1
2
0
13
2

1
4
0

1
1
6

1
0
1

1
1
9
14
6

1
2
3

1
3
9

1
5
6

1
3
1
11
7

1
1
8

1
2
2

1
1
4

1
1
9
12
9

1
1
6

1
1
1

1
1
6

1
2
7
14
2

1
3
2

1
3
3

1
4
2

1
2
0
10
3

1
0
7

1
0
8

1
1
1

1
1
7
10
4

1
0
3

1
0
3

1
0
2

1
0
2
PDL 182

1
7
6
17
8

1
8
8

1
9
2

1
7
7

1
7
7
21
P-
5
3
/
5
5

1
/
2
6
/
1
7
P-
5
2
/
5
5
86
0
/
6
0
0
18
SSAO
86
0
/
6
0
0
P-
5
3
/
5
4

1
/
2
6
/
1
7
15
2

1
7
2

1
7
4

1
7
8

1
7
4
17
7
P-
5
6
/
5
7

1
/
2
8
/
1
7
P
17
8

1
7
2

1
6
8

1
7
0

P
85
0
/
6
0
0
SS
M#
2
0
M#
5
4

F
T
16
P-
2
5
/
4
7
17
P-
4
7
/
5
0
15
P-
5
0
/
5
2

1
/
2
6
/
1
7

S
S

8
6
0
/
6
0
0
14

P
-
4
5
/
4
7

1
/
2
6
/
1
7
1/
2
6
/
1
7

M
#
5
4
AO

8
6
0
/
6
0
0
1/
2
6
/
1
7
FT
M#
2
0
P P P
19
P
M#
3
2
M#
2
0
P-
5
5
/
5
7

1
/
2
6
/
1
7
22
P-
3
7
/
3
8

1
/
2
5
/
1
7

M
#
3
2
P-
3
1
/
3
2
M#
3
2
85
0
/
6
0
0
M#
3
2

A
O
AO
86
0
/
6
0
0
P P DLDLDLDLDLDLDL
17
6

1
7
7

1
7
6

1
8
2

1
8
0
18
3

1
8
9
P
18
2

1
7
8

1
7
7

1
8
6

1
9
1
17
2

1
8
3

1
7
6
86
0
/
6
0
0
86
0
/
6
0
0
DL
1/
2
5
/
1
7

M
#
3
2
P
86
0
/
6
0
0
DL DL
20

1
/
2
6
/
1
7

M
#
5
4

F
T

8
5
0
/
6
0
0
12 13

A
O
18
5

1
7
8

1
7
9

1
8
5

1
8
3
15
2

1
6
9

1
6
9

1
7
8

1
6
2
19
1

1
9
4

1
7
7

1
8
9

1
9
8
16
8

1
7
2

1
8
3

1
7
3

1
7
7
19
1

1
9
4

1
8
6
Pe
e
l
:

9
0

P
e
e
l
:

9
0
Sh
e
a
r
:

1
2
0

S
h
e
a
r
:

1
2
0

6
0
Pr
o
j
e
c
t

N
o
.
:

1
7
0
3
-
2
7
6
1
6

M
a
t
e
r
i
a
l
:

H
D
P
E
Ge
o
m
e
m
b
r
a
n
e

S
e
a
m

D
e
s
t
r
u
c
t
i
v
e

T
e
s
t

L
o
g
Pr
o
j
e
c
t

L
o
c
a
t
i
o
n
:

G
a
s
t
o
n
i
a
,

N
C
Pr
o
j
e
c
t

N
a
m
e
:

G
a
s
t
o
n

C
o

L
a
n
d
f
i
l
l
St
a
r
t

D
a
t
e
:
Mi
l

T
h
i
c
k
n
e
s
s
45
12
3
Ex
t
r
u
d
e
r

S
e
a
m

S
t
r
e
n
g
t
h
Tech ID
23
1/
2
5
/
1
7
D
S
#
Lo
c
a
t
i
o
n
Da
t
e

Re
m
o
v
e
d
We
l
d
e
r

I
D
M
a
c
h
i
n
e
O
p
e
r
a
t
o
r
45
Pr
o
j
e
c
t

S
e
a
m

R
e
q
u
i
r
e
m
e
n
t
s
Extrusion:Fusion:
Te
m
p
/

Sp
e
e
d

ºF
/
f
p
m

(o
r

%m
a
x
)
Ba
r
r
e
l
/

Pr
e
h
e
a
t

ºF
/
º
F
Pe
e
l

(p
p
i
)

IN
/
O
U
T
Sh
e
a
r

(p
p
i
)

Pass Fail
1
We
d
g
e
13
3

1
0
0

9
3

1
1
4

1
0
6
13
2

1
2
2

1
1
6

1
2
6

1
1
6
12
8

1
2
4

1
1
9

1
1
7

1
1
1
12
6

1
0
4

1
0
7

1
1
9

1
2
3
10
4

1
0
1

1
0
7

1
1
2

1
2
3
12
9

1
0
9

1
1
7

1
0
0

1
0
0
12
3

1
0
0

1
0
2

1
2
9

1
0
9
12
3

1
3
1

1
3
1

1
0
8

1
2
9
14
8

1
4
4

1
0
1

1
3
4

1
3
2
11
6

1
0
8

1
4
5

1
0
9

1
0
6
14
2

9
7

9
5

1
2
7

1
4
3
11
8

1
3
8

1
2
8

1
1
3

1
0
6
12
2

1
1
1

1
0
4

1
1
3

1
1
2
12
9

1
3
7

1
4
3

1
2
7

1
2
8
10
8

1
0
2

1
0
9

1
1
4

1
2
3
10
2

1
0
3

1
0
6

1
0
9

1
2
1
12
3

1
3
1

1
3
2

1
2
0

1
1
5
10
4

1
1
4

1
1
6

1
1
2

1
3
0
11
8

1
1
3

1
1
3

1
1
9

1
1
7
12
1

1
1
1

1
2
4

1
2
6

1
2
5
10
8

1
0
8

1
0
6

1
0
1

1
0
6
12
2

1
0
1

1
0
8

1
3
6

1
0
3
P
16
8

1
6
8

1
6
9

1
7
4

1
7
2
30
P-
6
2
/
6
5

1
/
2
8
/
1
7

M
#
5
4
29282726
P-
7
0
/
7
2

1
/
2
8
/
1
7

M
#
3
2
31 3332

P
-
7
2
/
7
4

1
/
2
8
/
1
7
FT

8
5
0
/
6
0
0
P-
6
9
/
7
0

1
/
2
8
/
1
7

M
#
5
4
86
0
/
6
0
0
AO

8
6
0
/
6
0
0
M#
2
0

S
S

8
6
0
/
6
0
0
SS

8
6
0
/
6
0
0
P-
7
4
/
7
5

1
/
2
8
/
1
7

M
#
2
0
P PDL
FT

8
5
0
/
6
0
0
DL P
FT
M#
5
4

8
5
0
/
6
0
0
P 169
16
7

1
6
6

1
7
2

1
7
7

1
6
8
16
4

1
7
6

1
6
9

1
7
2

1
6
4
16
2
P-
6
3
/
6
4

1
/
2
8
/
1
7
AO
P-
6
7
/
6
9

1
/
2
8
/
1
7

M
#
2
0
P-
6
5
/
6
7

1
/
2
8
/
1
7

M
#
3
2
SS
86
0
/
6
0
0
167

1
7
1
24
P-
6
0
/
6
3
P-
5
8
/
6
1
18
5

1
7
9

1
8
2

1
7
7

1
7
2
17
3

1
7
4

1
7
7

1
8
3
86
0
/
6
0
0
M#
2
0
SS
M#
3
2

A
O
1/
2
8
/
1
7
P-
5
7
/
6
0

S
S
M#
2
0
189
17
7

1
6
8

1
6
7

1
7
1

1
6
7
16
2

1
6
3

1
6
3
1/
2
8
/
1
6
1/
2
8
/
1
7
25
DLDL DLDLDL P PPDL
86
0
/
6
0
0
P
23
P DL
16
2

1
4
DL DL169

1
6
6
16
4

1
6
8

1
6
8

1
6
3
P
86
0
/
6
0
0
17
9

1
7
8

1
7
7

1
7
3

1
6
9
16
3

1
7
1

1
7
3

1
6
7

1
7
2
Pe
e
l
:

9
0

P
e
e
l
:

9
0
Sh
e
a
r
:

1
2
0

S
h
e
a
r
:

1
2
0

6
0
Pr
o
j
e
c
t

N
o
.
:

1
7
0
3
-
2
7
6
1
6

M
a
t
e
r
i
a
l
:

H
D
P
E
Ge
o
m
e
m
b
r
a
n
e

S
e
a
m

D
e
s
t
r
u
c
t
i
v
e

T
e
s
t

L
o
g
Pr
o
j
e
c
t

L
o
c
a
t
i
o
n
:

G
a
s
t
o
n
i
a
,

N
C
Pr
o
j
e
c
t

N
a
m
e
:

G
a
s
t
o
n

C
o

L
a
n
d
f
i
l
l
St
a
r
t

D
a
t
e
:
Mi
l

T
h
i
c
k
n
e
s
s
45
12
3
Ex
t
r
u
d
e
r

S
e
a
m

S
t
r
e
n
g
t
h
Tech ID
23
1/
2
5
/
1
7
D
S
#
Lo
c
a
t
i
o
n
Da
t
e

Re
m
o
v
e
d
We
l
d
e
r

I
D
M
a
c
h
i
n
e
O
p
e
r
a
t
o
r
45
Pr
o
j
e
c
t

S
e
a
m

R
e
q
u
i
r
e
m
e
n
t
s
Extrusion:Fusion:
Te
m
p
/

Sp
e
e
d

ºF
/
f
p
m

(o
r

%m
a
x
)
Ba
r
r
e
l
/

Pr
e
h
e
a
t

ºF
/
º
F
Pe
e
l

(p
p
i
)

IN
/
O
U
T
Sh
e
a
r

(p
p
i
)

Pass Fail
1
We
d
g
e
11
4

1
1
6

1
1
6

1
1
4

1
0
3
12
0

1
3
4

1
0
9

1
2
3

1
0
2
11
4

1
4
6

1
1
4

1
5
6

1
0
3
99

1
0
0

9
9

1
0
4

1
1
8
11
9

1
2
0

1
0
2

1
1
4

1
0
8
10
2

1
0
3

1
2
7

1
3
8

1
2
7
13
3

1
2
8

1
6
2

1
2
7

1
2
2
12
7

1
1
9

1
4
7

1
4
6

1
4
0
13
7

1
3
4

1
2
6

1
6
2

1
2
2
13
6

1
3
4

1
3
9

1
2
0

1
5
2
14
7

1
2
9

1
0
4

1
1
7

1
0
5
13
2

1
2
2

1
3
2

1
2
9

1
3
3
12
2

1
1
8

1
0
7

1
2
1

1
3
3
11
2

1
2
1

1
2
8

1
1
9

1
1
1
13
2

1
2
9

1
1
6

1
2
4

1
3
1
15
7

1
4
6

1
4
8

1
5
4

1
4
6
11
7

1
1
3

1
3
2

1
0
4

9
9
12
3

1
0
3

1
2
1

1
1
6

1
3
8
14
9

1
2
4

1
3
1

1
3
2

1
4
1
12
9

1
2
4

1
4
2

1
2
8

1
2
7
11
6

1
1
6

1
2
1

1
2
4

1
3
7
14
3

1
3
3

1
4
8

1
5
1

1
4
3
PPPDLP
44
P-
8
4
/
8
5

1
/
2
8
/
1
7

M
#
5
4
4140
P-
9
3
/
9
4

1
/
2
8
/
1
7
43
P-
8
2
/
8
4
42
P-
8
0
/
8
2
20
4

2
0
3

2
0
3
19
2

1
9
9

1
8
9

2
0
2

2
0
1
85
0
/
6
0
0
P
P-
9
1
/
9
3

1
/
2
8
/
1
7

M
#
2
0

8
6
0
/
6
0
0
SS
18
7

1
8
8

1
8
4

1
8
8

1
9
1
20
8

2
0
2

1
9
8

2
0
2

1
9
7

D
L
36
P-
7
9
/
8
0

1
/
2
8
/
1
7
PDL
SS

8
6
0
/
6
0
0
393837
19
3

1
8
8

1
8
9

1
9
2

1
8
9
15
7

1
6
2

1
5
2

1
6
3

1
5
9
18
2

1
7
7
PP
1/
2
8
/
1
7
FTAO

8
6
0
/
6
0
0
SS

8
6
0
/
6
0
0
FT

8
5
0
/
6
0
0
M#
2
0
M#
5
4
FT
1/
2
8
/
1
7

M
#
3
2
1/
2
8
/
1
7

8
5
0
/
6
0
0
P
18
2

1
7
8

1
8
6
20
0

1
9
8
P-
8
5
/
8
6
P-
8
7
/
8
8

1
/
2
8
/
1
7

M
#
3
2

8
6
0
/
6
0
0
AO
M#
5
4
DL
P-
7
7
/
7
8

1
/
2
8
/
1
7

M
#
3
2
M#
2
0
DL PP DL DLDL188
16
4

1
7
2

1
6
2

1
7
0

1
7
3
18
9

1
9
1

1
9
2

1
8
4

1
9
9
DLDL
AO

8
6
0
/
6
0
0
85
0
/
6
0
0

1
6
5

1
6
6

1
6
2

1
7
3

1
6
9
18
9

1
7
8

1
8
4

1
9
1
86
0
/
6
0
0
3534
AOFT
P-
7
5
/
7
6

1
/
2
8
/
1
7

M
#
5
4
1/
2
8
/
1
7

M
#
3
2
P-
7
6
/
7
9
DL
Pe
e
l
:

9
0

P
e
e
l
:

9
0
Sh
e
a
r
:

1
2
0

S
h
e
a
r
:

1
2
0

6
0
Pr
o
j
e
c
t

N
o
.
:

1
7
0
3
-
2
7
6
1
6

M
a
t
e
r
i
a
l
:

H
D
P
E
Ge
o
m
e
m
b
r
a
n
e

S
e
a
m

D
e
s
t
r
u
c
t
i
v
e

T
e
s
t

L
o
g
Pr
o
j
e
c
t

L
o
c
a
t
i
o
n
:

G
a
s
t
o
n
i
a
,

N
C
Pr
o
j
e
c
t

N
a
m
e
:

G
a
s
t
o
n

C
o

L
a
n
d
f
i
l
l
St
a
r
t

D
a
t
e
:
Mi
l

T
h
i
c
k
n
e
s
s
45
12
3
Ex
t
r
u
d
e
r

S
e
a
m

S
t
r
e
n
g
t
h
Tech ID
23
1/
2
5
/
1
7
D
S
#
Lo
c
a
t
i
o
n
Da
t
e

Re
m
o
v
e
d
We
l
d
e
r

I
D
M
a
c
h
i
n
e
O
p
e
r
a
t
o
r
45
Pr
o
j
e
c
t

S
e
a
m

R
e
q
u
i
r
e
m
e
n
t
s
Extrusion:Fusion:
Te
m
p
/

Sp
e
e
d

ºF
/
f
p
m

(o
r

%m
a
x
)
Ba
r
r
e
l
/

Pr
e
h
e
a
t

ºF
/
º
F
Pe
e
l

(p
p
i
)

IN
/
O
U
T
Sh
e
a
r

(p
p
i
)

Pass Fail
1
We
d
g
e
14
3

1
4
8

1
3
1

1
3
2

1
4
2
11
4

1
1
9

1
4
6

1
4
2

1
5
6
14
8

1
3
7

1
3
4

1
3
2

1
2
8
13
6

1
3
2

1
4
7

1
4
4

1
3
4
11
6

1
2
6

1
2
6

1
5
3

1
3
6
14
3

1
4
2

1
5
3

1
2
4

1
2
4
10
9

1
1
3

1
2
7

1
0
8

1
1
7
11
6

1
1
3

1
1
3

1
2
6

1
2
5
11
2

1
0
7

1
0
7

1
1
7

1
1
2
13
6

1
4
8

1
5
4

1
4
5

1
4
9
15
9

1
5
4

1
2
8

1
4
7

1
3
8
13
9

1
4
8

1
4
6

1
4
4

1
3
7
15
2

1
2
9

1
2
2

1
1
9

1
3
2
12
7

1
4
2

1
5
9

1
1
4

1
3
2
11
1

1
0
0

1
1
8

1
2
1

1
1
7
14
1

1
1
3

1
1
4

1
2
0

1
2
4
12
2

1
3
2

1
2
7

1
2
7

1
2
5
14
9

1
4
3

1
2
4

1
3
4

1
3
7
13
3

1
1
7

1
3
6

1
3
1

1
4
9
12
9

1
0
8

1
2
2

1
2
6

1
2
7
12
3

1
1
4

1
0
9

1
1
2

1
0
4
15
4

1
4
4

1
5
2

1
4
3

1
3
8
DLP DLDL PDLDLDLDLP
55
M#
2
0
P-
1
2
8
/
1
2
7

1
/
3
0
/
1
7

M
#
3
2
SS

8
6
0
/
6
0
0
AO

8
6
0
/
6
0
0
SS
54

P
-
1
1
3
/
1
2
7

1
/
3
0
/
1
7
DLDL
17
1

1
7
4

1
7
3

1
7
9
P-
1
0
9
/
1
1
0

1
/
3
0
/
1
7

M
#
5
4
AO
P-
1
1
0
/
1
1
2

1
/
3
0
/
1
7

M
#
3
2
P
52
P-
1
0
2
/
1
0
3

1
/
2
8
/
1
7

M
#
3
2
515049
P-
1
2
2
/
1
1
5

1
/
3
0
/
1
7

M
#
2
0
SS FT SS
48
16
8

1
6
7

1
6
2

1
7
4
19
3

1
9
9

1
9
6

2
0
0

2
0
4
19
9
53

P
-
1
2
4
/
1
2
5

1
/
3
0
/
1
7

M
#
2
0
P189

1
9
2
19
7

1
9
9

1
9
2

2
0
8

2
0
6
17
2

1
7
3

1
7
3

1
7
9

1
8
1
86
0
/
6
0
0
17
1
P
474645
DL P
19
9

1
8
6

1
9
9
P-
9
6
/
9
7
SS
P-
9
7
/
9
8

M
#
2
0
1/
2
8
/
1
7

M
#
5
4
1/
2
8
/
1
7
P-
1
0
0
/
1
0
1

1
/
2
8
/
1
7

M
#
5
4

F
T
178
FT
P
P-
1
0
7
/
1
0
9

1
/
2
8
/
1
7

M
#
2
0
AO
176
18
0

1
8
7

1
7
5

1
7
8

1
7
7
18
9
85
0
/
6
0
0
P
86
0
/
6
0
0
85
0
/
6
0
0
DL P P
86
0
/
6
0
0
86
0
/
6
0
0
86
0
/
6
0
0
86
0
/
6
0
0
85
0
/
6
0
0
19
1
19
7

2
0
1
15
9

1
6
4

1
5
5

1
7
2

1
6
9
19
6

1
9
5

1
9
2
168
17
1

1
7
8

1
7
3

1
8
3

1
8
9
Pe
e
l
:

9
0

P
e
e
l
:

9
0
Sh
e
a
r
:

1
2
0

S
h
e
a
r
:

1
2
0

6
0
Pr
o
j
e
c
t

N
o
.
:

1
7
0
3
-
2
7
6
1
6

M
a
t
e
r
i
a
l
:

H
D
P
E
Ge
o
m
e
m
b
r
a
n
e

S
e
a
m

D
e
s
t
r
u
c
t
i
v
e

T
e
s
t

L
o
g
Pr
o
j
e
c
t

L
o
c
a
t
i
o
n
:

G
a
s
t
o
n
i
a
,

N
C
Pr
o
j
e
c
t

N
a
m
e
:

G
a
s
t
o
n

C
o

L
a
n
d
f
i
l
l
St
a
r
t

D
a
t
e
:
Mi
l

T
h
i
c
k
n
e
s
s
45
12
3
Ex
t
r
u
d
e
r

S
e
a
m

S
t
r
e
n
g
t
h
Tech ID
23
1/
2
5
/
1
7
D
S
#
Lo
c
a
t
i
o
n
Da
t
e

Re
m
o
v
e
d
We
l
d
e
r

I
D
M
a
c
h
i
n
e
O
p
e
r
a
t
o
r
45
Pr
o
j
e
c
t

S
e
a
m

R
e
q
u
i
r
e
m
e
n
t
s
Extrusion:Fusion:
Te
m
p
/

Sp
e
e
d

ºF
/
f
p
m

(o
r

%m
a
x
)
Ba
r
r
e
l
/

Pr
e
h
e
a
t

ºF
/
º
F
Pe
e
l

(p
p
i
)

IN
/
O
U
T
Sh
e
a
r

(p
p
i
)

Pass Fail
1
We
d
g
e
12
3

1
3
2

1
2
8

1
2
7

1
0
9
11
8

1
0
5

1
1
1

1
2
1

1
1
9
11
6

1
2
1

1
1
6

1
1
2

1
0
9
10
9

1
1
3

1
1
3

1
1
3

1
2
1
12
4

1
1
1

1
1
8

1
0
4

1
1
7
11
2

1
0
9

1
0
9

1
1
2

1
0
3
11
9

1
1
0

1
2
3

1
1
4

1
1
2
10
5

1
0
7

1
1
7

1
1
1

1
0
1
13
5

1
2
5

1
2
6

1
1
7

1
2
1
10
7

1
1
5

1
1
9

1
2
5

1
3
4
10
8

1
1
7

1
2
1

1
3
4

1
3
1
12
5

1
2
9

1
3
2

1
1
9

1
1
2
13
4

1
0
1

1
0
2

1
0
8

1
2
8
10
4

1
3
7

1
4
9

1
2
8

1
4
4
11
5

1
2
7

1
2
9

1
1
8

1
3
7
14
3

1
3
6

1
1
6

1
3
3

1
2
1
15
2

1
3
5

1
5
8

1
2
1

1
5
7
13
2

1
1
6

1
2
7

1
3
4

1
4
2
15
2

1
4
5

1
4
9

1
3
6

1
5
0
13
4

1
2
5

1
1
8

1
4
2

1
3
3
13
4

1
4
3

1
5
2

1
5
3

1
4
2
PPP PPDL PDLDLDL159
15
9

1
5
3
P-
6
7
/
6
9

1
/
3
1
/
1
7

M
#
2
0
P-
1
0
7
/
1
0
9

2
/
1
/
1
7
49
A
29
B
M#
2
0
M#
2
0
AO
86
0
/
6
0
0
55
B
P-
1
2
/
T
I
E
-
I
N

1
/
3
1
/
1
7

x
-
2
2
56
P-
1
0
7
/
1
0
9

2
/
1
/
1
7
AO
54
A

P
-
1
1
3
/
1
2
7

2
/
1
/
1
7

M
#
3
2
P-
1
1
3
/
1
2
7

2
/
1
/
1
7

M
#
3
2
55
0
/
5
5
0
164
15
4

1
5
9

1
4
9

1
6
0

1
5
3
16
1

1
5
6

1
4
5

1
5
8

1
6
2
16
3
86
0
/
6
0
0
JV
16
6

1
5
8

1
6
4
86
0
/
6
0
0
49
B
86
0
/
6
0
0
15
9
DL DL DL160

1
6
1
16
2

1
5
5

1
6
2

1
7
0
SS
P-
5
8
/
6
1

1
/
3
1
/
1
7
23
A
P-
5
3
/
5
4

1
/
3
1
/
1
7

M
#
3
2
M#
2
0
18
A
AO
18
B
AO
P-
5
3
/
5
4

1
/
3
1
/
1
7

M
#
3
2
23
B
DL P
P-
5
8
/
6
1

S
S

8
6
0
/
6
0
0
SSSS

8
6
0
/
6
0
0
SS

8
6
0
/
6
0
0
SS
DL PP
29
A
14
9

1
4
9

1
5
7
15
6

1
6
2
86
0
/
6
0
0
1/
3
1
/
1
7

M
#
2
0
P-
6
7
/
6
9

1
/
3
1
/
1
7

M
#
2
0
86
0
/
6
0
0
86
0
/
6
0
0
DLPDLP
14
6

1
5
6

1
6
8
15
4

1
6
2

1
5
8

1
4
4

1
4
9
15
5

1
5
1

1
4
9

1
5
6

1
5
4
14
4

1
4
7

1
5
2

1
4
3

1
5
1
15
8
142

1
4
9
16
2

1
5
9

1
5
8

1
6
7
Pe
e
l
:

9
0

P
e
e
l
:

9
0
Sh
e
a
r
:

1
2
0

S
h
e
a
r
:

1
2
0

6
0
Pr
o
j
e
c
t

N
o
.
:

1
7
0
3
-
2
7
6
1
6

M
a
t
e
r
i
a
l
:

H
D
P
E
Ge
o
m
e
m
b
r
a
n
e

S
e
a
m

D
e
s
t
r
u
c
t
i
v
e

T
e
s
t

L
o
g
Pr
o
j
e
c
t

L
o
c
a
t
i
o
n
:

G
a
s
t
o
n
i
a
,

N
C
Pr
o
j
e
c
t

N
a
m
e
:

G
a
s
t
o
n

C
o

L
a
n
d
f
i
l
l
St
a
r
t

D
a
t
e
:
Mi
l

T
h
i
c
k
n
e
s
s
45
12
3
Ex
t
r
u
d
e
r

S
e
a
m

S
t
r
e
n
g
t
h
Tech ID
23
1/
2
5
/
1
7
D
S
#
Lo
c
a
t
i
o
n
Da
t
e

Re
m
o
v
e
d
We
l
d
e
r

I
D
M
a
c
h
i
n
e
O
p
e
r
a
t
o
r
45
Pr
o
j
e
c
t

S
e
a
m

R
e
q
u
i
r
e
m
e
n
t
s
Extrusion:Fusion:
Te
m
p
/

Sp
e
e
d

ºF
/
f
p
m

(o
r

%m
a
x
)
Ba
r
r
e
l
/

Pr
e
h
e
a
t

ºF
/
º
F
Pe
e
l

(p
p
i
)

IN
/
O
U
T
Sh
e
a
r

(p
p
i
)

Pass Fail
1
We
d
g
e
13
7

1
3
8

1
4
8

1
4
4

1
3
2
15
7

1
5
3

1
5
8

1
5
6

1
5
9
12
9

1
3
7

1
4
1

1
4
6

1
4
9
PDL DL
16
9

1
6
8

1
7
0
55
0
/
5
5
0
77767574
P-
2
1
/
T
I
E
-
I
N

1
/
3
1
/
1
7

x
-
2
2

J
V
JV
1/
3
1
/
1
7

5
5
0
/
5
5
0
x-
2
2

J
V
57 28

P
-
5
8
/
T
I
E
-
I
N
71
P-
5
9
/
T
I
E
-
I
N

1
/
3
1
/
1
7

x
-
2
2
59 70 72
179
73
16
9
55
0
/
5
5
0
16
6

1
6
2

1
5
7

1
5
8

1
5
7
17
8

1
7
6

1
7
2
17
2

1
7
2
PDLP
Laboratory Destructive Test Results
Date: 2017-01-31
Mail To:Bill To:
Lindsay Weiford
Draper Aden Associates, Inc.
8090 Villa Park Drive
Richmond , VA , 23228
Draper Aden Associates, Inc.
R08281-06Q
e-mail:
[e-mail] [e-mail]
Dear Mr. Weiford,
Thank you for consulting with TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to
submit this final report for laboratory testing.
Project:Gaston County Landfill
TRI Job Reference Number:26678
Material(s) Tested:(45) Heat Fusion Weld Seam(s)
Test(s) Requested:SAME DAY Peel and Shear
(ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
Codes:
AD Adhesion Failure (100% Peel)
BRK Break in sheeting away from Seam edge.
SE Break in sheeting at edge of seam.
AD-BRK Break in sheeting after some adhesion failure - partial peel.
SIP Separation in the plane of the sheet (leaving the bond intact).
FTB Film tearing bond (all non "AD" failures).
NON-FTB 100% peel.
If you have any questions or require any additional information, please call us at 1-800-880-8378.
Sincerely,
James Burgess
Geosynthetic Services Division
http://www.geosyntheticstestinc.com
Page: 1 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-1 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)143 139 123 152 125 136
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)146 153 153 154 143 150
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)180 176 178 178 181 179
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-2 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)112 117 110 111 131 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)119 115 126 142 117 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)164 162 165 164 165 164
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 2 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-3 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)108 108 97 104 100 103
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 124 120 114 116 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 156 149 155 154 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-4 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 119 110 118 110 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)131 129 108 129 130 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)150 146 150 148 151 149
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 3 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-5 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)132 118 122 110 120 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)141 132 145 123 132 135
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)167 164 168 169 167 167
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-6 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)131 126 119 113 127 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)126 143 122 136 141 134
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)174 180 180 180 180 179
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 4 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-7 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)115 120 97 124 123 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)143 149 136 141 141 142
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)175 177 176 176 172 175
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-8 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 119 122 108 122 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)145 139 147 144 147 144
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)171 170 171 171 166 170
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 5 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-9 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)101 124 132 138 127 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)116 123 119 122 135 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)165 168 162 167 163 165
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-10 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)136 145 141 141 139 140
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)128 135 129 134 148 135
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)183 176 182 181 183 181
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 6 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-11 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)136 132 152 138 120 136
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)149 131 149 136 141 141
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)173 173 169 171 171 171
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-12 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 112 120 130 123 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)125 123 129 134 127 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)177 177 175 177 174 176
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 7 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-13 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)122 118 124 116 122 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 130 132 125 124 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 154 156 158 156 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-14 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)135 133 113 118 116 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 124 125 134 123 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)172 178 171 177 175 175
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 8 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-15 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)124 116 132 122 134 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)133 129 140 129 135 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)164 162 164 165 159 163
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-16 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)138 142 138 150 156 145
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)118 136 143 137 136 134
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)169 174 177 178 169 173
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 9 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-19 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)139 132 138 127 147 137
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)119 134 112 124 125 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)170 170 165 167 167 168
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-20 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)133 130 139 145 133 136
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)144 123 126 129 132 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)168 168 161 165 166 166
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 11 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-21 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)113 120 110 111 120 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)139 124 141 141 140 137
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)162 169 168 169 168 167
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-22 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)136 141 133 130 115 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)113 114 107 108 108 110
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)173 181 180 175 175 177
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 12 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-17 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)122 119 116 114 121 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)153 155 155 148 148 152
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)174 170 173 174 178 174
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-18 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)120 127 129 123 122 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)110 116 100 120 120 113
Peel Incursion (%)<5 <5 40 <5 <5
Peel Locus Of Failure Code SE SE AD-BRK SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)171 174 168 174 172 172
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 10 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-23 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)113 115 114 112 114 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)145 142 140 134 126 137
Peel Incursion (%)20 <5 <5 <5 <5
Peel Locus Of Failure Code AD-BRK SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)176 171 173 173 173 173
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-24 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)122 129 128 124 140 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 122 127 119 125 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)175 176 171 172 171 173
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 13 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-25 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)143 114 142 115 116 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)134 120 106 135 125 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)172 175 166 170 169 170
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-26 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)120 122 124 121 120 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)115 119 116 114 118 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)170 168 167 173 167 169
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 14 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-27 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)115 112 112 118 112 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)114 111 112 118 113 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)172 169 169 158 160 166
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-28 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)115 131 143 139 121 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)128 114 144 135 141 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)169 166 171 163 156 165
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 15 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-29 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 105 109 112 115 111
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 128 126 119 121 123
Peel Incursion (%)<5 <5 <5 75 20
Peel Locus Of Failure Code SE SE SE AD-BRK AD-BRK
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)164 163 164 171 171 167
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-30 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)118 115 109 114 108 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)116 106 112 113 114 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)161 167 164 160 166 164
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 16 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-31 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)122 125 114 127 120 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)115 119 123 129 130 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)169 172 168 171 167 169
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-32 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)113 111 118 112 109 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)125 124 131 127 124 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)168 162 167 164 161 164
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 17 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-33 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)124 121 109 116 113 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)141 132 140 137 140 138
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)165 172 165 166 161 166
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-34 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)108 114 120 114 96 110
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)109 125 119 107 121 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)168 170 164 165 164 166
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 18 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-35 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)129 153 130 138 129 136
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)96 101 102 104 107 102
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)175 176 170 171 171 173
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-36 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)127 131 118 138 138 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)131 123 115 110 111 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)178 175 172 172 173 174
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 19 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-37 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)131 135 129 134 127 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)143 146 148 143 149 146
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)191 193 185 187 187 189
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-38 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)133 134 143 131 144 137
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)140 169 140 160 147 151
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)192 190 186 193 188 190
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 20 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-39 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)135 141 142 139 136 139
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 136 136 147 144 136
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)149 148 146 143 153 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-40 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)137 132 136 132 130 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)140 128 130 143 133 135
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)166 173 172 162 173 169
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 21 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-41 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)128 128 125 130 134 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)144 148 144 148 150 147
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)189 191 187 183 189 188
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-42 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)127 125 116 129 118 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)147 125 126 120 147 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)177 178 176 172 175 176
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 22 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-43 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)136 136 137 135 129 135
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)140 139 139 136 133 137
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)173 174 169 176 172 173
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-44 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)128 126 127 122 136 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)152 155 148 144 146 149
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)187 178 184 183 173 181
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 23 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26701
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-46 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 129 124 131 126 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)144 156 162 156 152 154
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)171 182 182 181 181 179
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-47 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 136 133 135 132 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)145 154 154 163 141 151
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)183 184 182 181 181 182
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 2 of 6
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26701
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-48 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)120 122 137 126 136 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)116 117 121 121 121 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)175 176 171 169 170 172
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-49 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)115 116 116 116 110 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)159 152 153 151 154 154
Peel Incursion (%)<5 15 <5 <5 <5
Peel Locus Of Failure Code SE AD-BRK SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)167 171 175 171 173 171
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 3 of 6
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26701
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-50 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 139 128 137 126 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)157 151 153 155 137 151
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)184 184 185 181 182 183
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-51 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)140 139 134 150 134 139
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)136 136 131 132 140 135
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)188 186 188 185 186 187
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 4 of 6
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26701
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-52 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)115 116 120 116 119 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)137 135 130 142 136 136
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)162 168 163 158 169 164
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-53 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)124 112 123 118 117 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)139 143 141 140 141 141
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)168 167 165 166 164 166
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 5 of 6
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26701
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-54 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)128 137 115 141 130 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 119 123 126 120 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)166 112 114 114 160 133
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-55 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)111 112 114 114 115 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)141 143 142 144 141 142
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)171 168 168 170 167 169
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 6 of 6
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26678
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-45 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)131 139 138 137 139 137
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)116 118 128 151 154 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)183 178 181 182 184 182
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 24 of 24
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26743
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-49A | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)120 139 124 123 118 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)136 128 127 140 135 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)165 168 169 161 167 166
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-49B | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)143 118 142 119 121 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)119 120 114 120 118 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 162 155 157 160 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 2 of 5
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26743
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-54A | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)139 123 119 114 124 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)120 141 138 130 129 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)168 170 166 166 168 168
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-54B | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)128 133 135 125 128 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)120 120 135 131 134 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)161 158 162 160 161 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 3 of 5
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS - SINGLE TRACK
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26743
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-56 | Weld: Single Extrusion
Side: Peel Peel
Peel Strength (ppi)155 160 167 162 156 160
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 159 160 154 162 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-57 | Weld: Single Extrusion
Side: Peel Peel
Peel Strength (ppi)163 157 164 164 166 163
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 157 158 153 161 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-58 | Weld: Single Extrusion
Side: Peel Peel
Peel Strength (ppi)166 164 159 162 162 163
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)162 157 162 160 162 161
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 4 of 5
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS - SINGLE TRACK
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26743
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-59 | Weld: Single Extrusion
Side: Peel Peel
Peel Strength (ppi)159 142 167 151 159 156
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)152 157 158 157 158 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 5 of 5
Date: 2017-02-01
Mail To:Bill To:
Lindsay Weiford
Draper Aden Associates, Inc.
8090 Villa Park Drive
Richmond , VA , 23228
Draper Aden Associates, Inc.
R08281-06Q
e-mail:
[e-mail] [e-mail]
Dear Mr. Weiford,
Thank you for consulting with TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to
submit this final report for laboratory testing.
Project:Gaston County Landfill
TRI Job Reference Number:26701
Material(s) Tested:(10) Heat Fusion Weld Seam(s)
Test(s) Requested:SAME DAY Peel and Shear
(ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
Codes:
AD Adhesion Failure (100% Peel)
BRK Break in sheeting away from Seam edge.
SE Break in sheeting at edge of seam.
AD-BRK Break in sheeting after some adhesion failure - partial peel.
SIP Separation in the plane of the sheet (leaving the bond intact).
FTB Film tearing bond (all non "AD" failures).
NON-FTB 100% peel.
If you have any questions or require any additional information, please call us at 1-800-880-8378.
Sincerely,
James Burgess
Geosynthetic Services Division
http://www.geosyntheticstestinc.com
Page: 1 of 6
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26701
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-46 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 129 124 131 126 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)144 156 162 156 152 154
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)171 182 182 181 181 179
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-47 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 136 133 135 132 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)145 154 154 163 141 151
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)183 184 182 181 181 182
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 2 of 6
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26701
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-48 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)120 122 137 126 136 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)116 117 121 121 121 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)175 176 171 169 170 172
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-49 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)115 116 116 116 110 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)159 152 153 151 154 154
Peel Incursion (%)<5 15 <5 <5 <5
Peel Locus Of Failure Code SE AD-BRK SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)167 171 175 171 173 171
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 3 of 6
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26701
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-50 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 139 128 137 126 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)157 151 153 155 137 151
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)184 184 185 181 182 183
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-51 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)140 139 134 150 134 139
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)136 136 131 132 140 135
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)188 186 188 185 186 187
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 4 of 6
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26701
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-52 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)115 116 120 116 119 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)137 135 130 142 136 136
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)162 168 163 158 169 164
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-53 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)124 112 123 118 117 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)139 143 141 140 141 141
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)168 167 165 166 164 166
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 5 of 6
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Draper Aden Associates, Inc.
Project:Gaston County Landfill
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26701
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-54 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)128 137 115 141 130 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 119 123 126 120 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)166 112 114 114 160 133
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-55 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)111 112 114 114 115 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)141 143 142 144 141 142
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)171 168 168 170 167 169
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 6 of 6
Repair/Testing Log
1703-27616
Gaston Co Landfill
Date: 1/25/17 60 mil
Gastonia, NC

Seam #P / F Date
Material: HDPE
Ap
p
r
o
x

S
i
z
e

Project Location:
Repair # Vacuum Test
Repair Log
Repair
Tech
Defect Location
Thickness:
Project Name:
Defect Code Repair Date Repair
Time
Machine
ID
Project No.:
31 AT P-31/32/41 1/26/17 4:12 2x2 x-22 JV 1/31/17
32 DS-12 P-31/32,54'>BOS 1/26/17 5:24 2x5 x-22 JV 1/31/17
33 AT P-32/33/41 1/26/17 4:16 2x2 x-22 JV 1/31/17
34 DS-7 P-32/33,54'>BOS 1/26/17 5:20 2x5 x-22 JV 1/31/17
35 AT P-33/34/41 1/26/17 4:18 2x2 x-22 JV 1/31/17
36 AT P-34/35/41 1/26/17 4:21 2x2 x-22 JV 1/31/17
37 AT P-35/36/41 1/26/17 4:24 2x2 x-22 JV 1/31/17
38 AT P-36/37/41 1/26/17 4:28 2x2 x-22 JV 1/31/17
39 AT P-37/38/41 1/26/17 4:31 2x2 x-22 JV 1/31/17
40 DS-13 P-37/38,42'>BOS 1/26/17 5:13 2x5 x-22 JV 1/31/17
41 AT P-38/39/41 1/26/17 4:35 2x2 x-22 JV 1/31/17
42 DD P-41,39>BOS,3'>P-39 1/26/17 4:37 2x2 x-22 JV 1/31/17
43 AT P-39/40/41 1/26/17 4:40 2x2 x-22 JV 1/31/17
44 DS-5 P-41/44,67'>EOS 1/26/17 5:07 2x5 x-22 JV 1/31/17
45 AT P-41/43/44 1/26/17 6:12 2x2 x-22 JV 1/31/17
46 AT P-24/41/43 1/28/17 8:33 2x2 x-22 JV 1/31/17
47 AT P-1/24/41 1/28/17 8:37 2x3 x-22 JV 1/31/17
48 DS-3 P-1/24,136'>BOS 1/28/17 9:17 2x5 x-22 JV 1/31/17
49 MD P-24,140'>BOS,3'>P-1 1/28/17 9:13 2x2 x-22 JV 1/31/17
50 DS-1 P-1/2,104'>BOS 1/28/17 9:24 2x2 x-22 JV 1/31/17
51 WS P-24/25,103'>BOS 1/28/17 8:50 3x5 x-22 JV 1/31/17
52 DS-6 P-24/25,93'>BOS 1/28/17 8:46 2x5 x-22 JV 1/31/17
53 WS P-24/25,45'>BOS 1/28/17 8:40 2x2 x-22 JV 1/31/17
54 AT P-24/25/43/45 1/28/17 8:20 3x3 x-22 JV 1/31/17
55 AT P-43/44/45 1/26/17 5:52 2x2 x-22 JV 1/31/17
56 DS-8 P-44/45,53'>BOS 1/26/17 5:47 2x5 x-22 JV 1/31/17
57 AT P-44/45/46 1/26/17 4:49 2x2 x-22 JV 1/31/17
58 AT P-45/46/47 1/26/17 4:54 2x2 x-22 JV 1/31/17
59 DS-14 P-45/47,52'>BOS 1/26/17 5:00 2x5 x-22 JV 1/31/17
60 AT P-25/45/47 1/28/17 8:15 2x2 x-22 JV 1/31/17
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
1703-27616
Gaston Co Landfill
Date: 1/25/17 60 mil
Gastonia, NC

Seam #P / F Date
Material: HDPE
Ap
p
r
o
x

S
i
z
e

Project Location:
Repair # Vacuum Test
Repair Log
Repair
Tech
Defect Location
Thickness:
Project Name:
Defect Code Repair Date Repair
Time
Machine
ID
Project No.:
61 DS-15 P-25/47,150'>BOS 1/28/17 8:55 2x5 x-22 JV 1/31/17
62 BO P-25/47,6'>EOS 1/28/17 8:58 2x2 x-22 JV 1/31/17
63 AT P-25/47/48 1/28/17 9:00 2x2 x-22 JV 1/31/17
64 AT P-48/50/51 1/28/17 9:54 2x2 x-22 JV 1/31/17
65 AT P-47/48/50 1/28/17 9:10 2x2 x-22 JV 1/31/17
66 DS-16 P-47/50,19'>EOS 1/28/17 9:07 2x5 x-22 JV 1/31/17
67 AT P-47/49/50 1/28/17 8:02 2x2 x-22 JV 1/31/17
68 AT P-49/50/53 1/28/17 8:06 2x2 x-22 JV 1/31/17
69 AT P-50/52/53 1/28/17 10:54 2x2 x-22 JV 1/31/17
70 DS-17 P-50/52,50'>BOS 1/28/17 10:51 2x5 x-22 JV 1/31/17
71 AT P-50/51/52 1/28/17 10:00 2x2 x-22 JV 1/31/17
72 AT P-52/55/56 1/28/17 10:21 2x2 x-22 JV 1/31/17
73 DS-20 P-52/55,38'>EOS 1/28/17 10:26 2x5 x-22 JV 1/31/17
74 BO P-52/55,154'>EOS 1/28/17 10:47 2x2 x-22 JV 1/31/17
75 AT P-52/53/55 1/28/17 11:04 2x15 x-22 JV 1/31/17
76 DS-19 P-53/55,181'>EOS 1/28/17 8:11 2x5 x-22 JV 1/31/17
77 AT P-53/54/55 1/28/17 6:07 2x2 x-22 JV 1/31/17
78 DS-18 P-53/54,51'>EOS 1/28/17 6:00 2x5 x-22 JV 1/31/17
79 AT P-54/58,1'>BOS 1/28/17 11:22 2x2 x-22 JV 1/31/17
80 B P-55/58,5'>BOS 1/28/17 11:11 1' x-22 JV 1/31/17
81 AT P-54/55/58 1/28/17 11:10 2x2 x-22 JV 1/31/17
82 AT P-55/57/58 1/28/17 10:44 3x4 x-22 JV 1/31/17
83 DS-21 P-55/57,102'>BOS 1/28/17 10:32 2x5 x-22 JV 1/31/17
84 AT P-55/56/57 1/28/17 10:19 3x3 x-22 JV 1/31/17
85 DS-22 P-56/57,151'>BOS 1/28/17 10:04 2x5 x-22 JV 1/31/17
86 BO P-56/57,6'>EOS 1/28/17 10:06 2x2 x-22 JV 1/31/17
87 AT P-57/59/60 1/28/17 10:12 2x2 x-22 JV 1/31/17
88 MD P-57/60,114'>EOS 1/28/17 10:27 2x2 x-22 JV 1/31/17
89 DS-24 P-57/60,160'>EOS 1/28/17 1:23 2x5 x-22 JV 1/31/17
90 AT P-57/58/60 1/28/17 10:40 2x2 x-22 JV 1/31/17
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
1703-27616
Gaston Co Landfill
Date: 1/25/17 60 mil
Gastonia, NC

Seam #P / F Date
Material: HDPE
Ap
p
r
o
x

S
i
z
e

Project Location:
Repair # Vacuum Test
Repair Log
Repair
Tech
Defect Location
Thickness:
Project Name:
Defect Code Repair Date Repair
Time
Machine
ID
Project No.:
91 AT P-58/60/61 1/28/17 11:36 2x2 x-22 JV 1/31/17
92 DS-23 P-58/61,22'>EOS 1/28/17 11:33 2x5 x-22 JV 1/31/17
93 AT P-60/61/62 1/28/17 11:40 2x2 x-22 JV 1/31/17
94 AT P-60/62/63 1/28/17 10:37 2x2 x-22 JV 1/31/17
95 DS-25 P-60/63,25 1/28/17 1:27 2x5 x-22 JV 1/31/17
96 AT P-59/60/63 1/28/17 10:14 2x2 x-22 JV 1/31/17
97 DS-27 P-63/64,161'>BOS 1/28/17 1:34 2x2 x-22 JV 1/31/17
98 AT P-62/63/64 1/28/17 10:37 2x2 x-22 JV 1/31/17
99 AT P-62/64/65 1/28/17 1:10 2x5 x-22 JV 1/31/17
100 BO P-62/65,162'>BOS 1/28/17 11:48 2x2 x-22 JV 1/31/17
101 DS-26 P-62/65,94'>BOS 1/28/17 11:45 2x5 x-22 JV 1/31/17
102 AT P-62/65,5'>EOS 1/28/17 3:22 2x2 x-22 JV 1/31/17
103 AT P-65/66/67 1/28/17 11:51 2x2 x-22 JV 1/31/17
104 DS-28 P-65/67,>60' 1/28/17 12:06 2x5 x-22 JV 1/31/17
105 AT P-64/65/67 1/28/17 1:04 2x2 x-22 JV 1/31/17
106 DS-29 P-67/69,98'>EOS 1/28/17 12:12 2x5 x-22 JV 1/31/17
107 AT P-66/67/69 1/28/17 11:54 2x2 x-22 JV 1/31/17
108 AT P-66/68/69 1/28/17 2:37 2x2 x-22 JV 1/31/17
109 BO P-66/68,4'>BOS 1/28/17 3:37 2x2 x-22 JV 1/31/17
110 AT P-68/71,5'>EOS 1/28/17 6:11 2x2 x-22 JV 1/31/17
111 BO P-68/71,20'>BOS 1/28/17 6:14 2x2 x-22 JV 1/31/17
112 AT P-68/69/70/71 1/28/17 6:19 3x3 x-22 JV 1/31/17
113 DS-30 P-69/70,69'>EOS 1/28/17 11:58 2x5 x-22 JV 1/31/17
114 DS-31 P-70/72,248'>EOS 1/28/17 1:14 2x5 x-22 JV 1/31/17
115 AT P-70/71/72/73 1/28/17 5:20 2x3 x-22 JV 1/31/17
116 C P-71/73,1'>EOS 1/28/17 5:25 8x8 x-22 JV 1/31/17
117 C P-73/74,1'>EOS 1/28/17 6:10 9x9 x-22 JV 1/31/17
118 AT P-72/73/74 1/28/17 5:32 2x2 x-22 JV 1/31/17
119 DS-32 P-72/74,98'>BOS 1/28/17 1:38 2x5 x-22 JV 1/31/17
120 DS-33 P-74/75,84'>EOS 1/28/17 2:33 2x5 x-22 JV 1/31/17
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
1703-27616
Gaston Co Landfill
Date: 1/25/17 60 mil
Gastonia, NC

Seam #P / F Date
Material: HDPE
Ap
p
r
o
x

S
i
z
e

Project Location:
Repair # Vacuum Test
Repair Log
Repair
Tech
Defect Location
Thickness:
Project Name:
Defect Code Repair Date Repair
Time
Machine
ID
Project No.:
121 AT P-74/75,1'>EOS 1/28/17 6:04 2x2 x-22 JV 1/31/17
122 AT P-75/76/77 1/28/17 1:51 2x2 x-22 JV 1/31/17
123 DS-34 P-75/76,22'>EOS 1/28/17 1:44 2x5 x-22 JV 1/31/17
124 DS-35 P-76/79,22'>EOS 1/28/17 1:48 2x5 x-22 JV 1/31/17
125 AT P-76/77/79 1/28/17 1:54 2x2 x-22 JV 1/31/17
126 AT P-77/78/79 1/28/17 2:15 2x2 x-22 JV 1/31/17
127 DS-36 P-77/78,63'>BOS 1/28/17 2:27 2x5 x-22 JV 1/31/17
128 AT P-78/79/81 1/28/17 2:18 2x2 x-22 JV 1/31/17
129 AT P-79/80/81 1/28/17 2:09 2x2 x-22 JV 1/31/17
130 DS-37 P-79/80,23'>EOS 1/28/17 2:05 2x5 x-22 JV 1/31/17
131 DS-38 P-80/82,42'>EOS 1/28/17 2:01 2x5 x-22 JV 1/31/17
132 AT P-80/81/82 1/28/17 2:12 2x2 x-22 JV 1/31/17
133 AT P-81/82/83 1/28/17 2:22 2x2 x-22 JV 1/31/17
134 BO P-83/84,14'>EOS 1/30/17 8:05 2x3 x-22 JV 1/31/17
135 DD P-84,52'>EOS,7'>P-83 1/30/17 7:59 2x2 x-22 JV 1/31/17
136 AT P-82/83/84 1/30/17 7:55 3x3 x-22 JV 1/31/17
137 DS-39 P-82/84,78>EOS 1/30/17 1:51 2x5 x-22 JV 1/31/17
138 AT P-84/85,157'>BOS 1/30/17 9:03 2x2 x-22 JV 1/31/17
139 DS-40 P-84/85,235'>BOS 1/30/17 1:44 2x5 x-22 JV 1/31/17
140 AT P-85/86/87 1/30/17 9:00 2x2 x-22 JV 1/31/17
141 DS-41 P-85/86,30'>EOS 1/30/17 2:01 2x5 x-22 JV 1/31/17
142 AT P-86/87/88 1/30/17 8:58 2x2 x-22 JV 1/31/17
143 DS-42 P-87/88,52'>BOS 1/30/17 1:55 2x5 x-22 JV 1/31/17
144 AT P-87/88/89 1/30/17 8:35 2x2 x-22 JV 1/31/17
145 AT P-88/89/90/96 1/30/17 8:41 2x7 x-22 JV 1/31/17
146 AT P-88/90/91 1/30/17 8:50 5x5 x-22 JV 1/31/17
147 AT P-88/91/92 1/30/17 8:55 3x4 x-22 JV 1/31/17
148 AT P-88/92/93/94 1/30/17 9:12 2x7 x-22 JV 1/31/17
149 AT P-88/94/95 1/30/17 9:21 2x3 x-22 JV 1/31/17
150 DS-43 P-93/94,55'>BOS 1/30/17 2:10 2x5 x-22 JV 1/31/17
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
1703-27616
Gaston Co Landfill
Date: 1/25/17 60 mil
Gastonia, NC

Seam #P / F Date
Material: HDPE
Ap
p
r
o
x

S
i
z
e

Project Location:
Repair # Vacuum Test
Repair Log
Repair
Tech
Defect Location
Thickness:
Project Name:
Defect Code Repair Date Repair
Time
Machine
ID
Project No.:
151 BO P-93/94,31'>BOS 1/30/17 9:17 3x3 x-22 JV 1/31/17
152 AT P-91/92/93 1/30/17 9:25 2x2 x-22 JV 1/31/17
153 DS-44 P-91/93,61'>EOS 1/30/17 2:06 2x5 x-22 JV 1/31/17
154 DS-45 P-96/97,39'>BOS 1/30/17 1:40 2x5 x-22 JV 1/31/17
155 AT P-97/98/99 1/30/17 9:31 2x4 x-22 JV 1/31/17
156 DS-46 P-97/98,32'>BOS 1/30/17 1:35 2x5 x-22 JV 1/31/17
157 AT P-98/99/100 1/30/17 9:34 2x2 x-22 JV 1/31/17
158 AT P-100/101/102 1/30/17 9:50 2x2 x-22 JV 1/31/17
159 DS-47 P-100/101,35'>BOS 1/30/17 1:29 2x5 x-22 JV 1/31/17
160 AT P-101/102/103 1/30/17 9:53 2x2 x-22 JV 1/31/17
161 DS-48 P-102/103,52'>BOS 1/30/17 1:24 2x5 x-22 JV 1/31/17
162 AT P-103/104/105 1/30/17 10:01 2x2 x-22 JV 1/31/17
163 AT P-104/105/106 1/30/17 10:04 2x2 x-22 JV 1/31/17
164 AT P-106/107/108 1/30/17 10:09 2x2 x-22 JV 1/31/17
165 AT P-107/108/109 1/30/17 10:15 2x2 x-22 JV 1/31/17
166 DS-49 P-107/109,44'>EOS 1/30/17 1:13 2x5 x-22 JV 1/31/17
167 AT P-109/110/111 1/30/17 10:23 2x2 x-22 JV 1/31/17
168 DS-50 P-109/110,24'>BOS 1/30/17 1:07 2x5 x-22 JV 1/31/17
169 WS P-110/112,121'>BOS 1/30/17 12:53 2x5 x-22 JV 1/31/17
170 DS-51 P-110/112,39'>BOS 1/30/17 1:02 2x5 x-22 JV 1/31/17
171 AT P-110/111/112 1/30/17 10:28 2x2 x-22 JV 1/31/17
172 AT P-112/113/114 1/30/17 10:38 2x2 x-22 JV 1/31/17
173 DS-54 P-113/127,55'>BOS 1/30/17 12:49 2x5 x-22 JV 1/31/17
174 AT P-113/123/124/127 1/30/17 11:26 3x4 x-22 JV 1/31/17
175 AT P-113/122/123 1/30/17 11:15 2x2 x-22 JV 1/31/17
176 AT P-113/115/122 1/30/17 11:11 2x2 x-22 JV 1/31/17
177 BO P-117/118,16'>EOS 1/30/17 11:07 2x2 x-22 JV 1/31/17
178 AT P-113/114/115/116 1/30/17 10:46 3x3 x-22 JV 1/31/17
179 AT P-115/116/117 1/30/17 10:48 2x2 x-22 JV 1/31/17
180 AT P-115/117/118/120 1/30/17 11:00 2x5 x-22 JV 1/31/17
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
1703-27616
Gaston Co Landfill
Date: 1/25/17 60 mil
Gastonia, NC

Seam #P / F Date
Material: HDPE
Ap
p
r
o
x

S
i
z
e

Project Location:
Repair # Vacuum Test
Repair Log
Repair
Tech
Defect Location
Thickness:
Project Name:
Defect Code Repair Date Repair
Time
Machine
ID
Project No.:
181 AT P-118/119/120/121 1/30/17 11:04 3x3 x-22 JV 1/31/17
182 DS-52 P-115/122,23'>bos 1/30/17 11:22 2x5 x-22 JV 1/31/17
183 AT P-124/125/127 1/30/17 11:30 2x2 x-22 JV 1/31/17
184 DS-53 P-124/125,25'>EOS 1/30/17 11:40 2x5 x-22 JV 1/31/17
185 AT P-125/127/128 1/30/17 11:43 2x2 x-22 JV 1/31/17
186 AT P-125/126/128 1/30/17 11:46 2x2 x-22 JV 1/31/17
187 WS P-126/128,12'>BOS 1/30/17 11:56 3x3 x-22 JV 1/31/17
188 C P-126/128,1'>TRENCH 1/30/17 12:44 5x7 x-22 JV 1/31/17
189 DS-55 P-127/128,23'>BOS 1/28/17 11:52 2x5 x-22 JV 1/31/17
190 DS-9 P-3/4,32'>BOS 1/28/17 9:47 2x5 x-22 JV 1/31/17
191 DS-23B P-58/61,13'>EOS 1/31/17 3:13 2x11 x-22 JV 1/31/17
192 DS-23A P-58/61,34'>EOS 1/31/17 3:49 2x11 x-22 JV 1/31/17
193 DS-29A P-67/69,87'>EOS 1/31/17 4:30 2x11 x-22 JV 1/31/17
194 DS-29B P-67/69,110'>EOS 1/31/17 4:40 2x11 x-22 JV 1/31/17
195 DS-18A P-53/54,64'>EOS 1/31/17 2:55 2x10 x-22 JV 1/31/17
196 DS-18B P-53/54,35'>EOS 1/31/17 3:05 2x26 x-22 JV 1/31/17
197 DS-56 P-12/TIE-IN 1/26/17 4:02 2x5 x-22 JV 1/31/17
198 DS-57 P-21/TIE-IN 1/31/17 3:06 2x5 x-22 JV 1/31/17
199 DS-58 P-32/TIE-IN 1/31/17 4:30 2x5 x-22 JV 1/31/17
200 DS-59 P-38/TIE-IN 1/31/17 5:20 2x5 x-22 JV 1/31/17
201 DS-54B P-113/127,45'>BOS 2/2/17 8:05 2x11 x-22 JV 2/2/17
202 DS-54A P-113/127,65'>BOS 2/2/17 8:20 2x11 x-22 JV 2/2/17
203 DS-49B P-107/109,34'>EOS 2/2/17 8:32 2x11 x-22 JV 2/2/17
204 DS-49A P-107/109,54'>EOS 2/2/17 8:45 2x11 x-22 JV 2/2/17
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
Subgrade Acceptance
Confirmatory Destructive Test Results
Date: 2017-02-17
Mail To:Bill To:
Bob Sallach
CHA Companies
, ,
CHA Companies
Lindsay Weiford
INVOICE - DRAPER ADEN
, ,
R08281-06Q
e-mail:
[e-mail] [e-mail]
Dear Mr. Sallach,
Thank you for consulting with TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to
submit this final report for laboratory testing.
Project:Gaston County Landfill Phase 2
TRI Job Reference Number:26998
Material(s) Tested:(5) Heat Fusion Weld Seam(s)
(1) Single Extrusion Weld Seam(s)
Test(s) Requested:SAME DAY Peel and Shear
(ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
Codes:
AD Adhesion Failure (100% Peel)
BRK Break in sheeting away from Seam edge.
SE Break in sheeting at edge of seam.
AD-BRK Break in sheeting after some adhesion failure - partial peel.
SIP Separation in the plane of the sheet (leaving the bond intact).
FTB Film tearing bond (all non "AD" failures).
NON-FTB 100% peel.
If you have any questions or require any additional information, please call us at 1-800-880-8378.
Sincerely,
James Burgess
Geosynthetic Services Division
http://www.geosyntheticstestinc.com
Page: 1 of 5
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:CHA Companies
Project:Gaston County Landfill Phase 2
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26998
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-4 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)110 118 112 110 119 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)134 135 139 127 128 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 152 156 155 156 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-21 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)106 124 126 105 116 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)140 134 138 137 130 136
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)167 162 170 160 168 165
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 2 of 5
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:CHA Companies
Project:Gaston County Landfill Phase 2
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26998
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-26 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)119 129 130 136 126 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)120 119 121 122 112 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)172 173 177 169 177 174
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-39 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)135 126 123 111 137 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)137 133 132 119 136 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)152 155 154 151 156 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 3 of 5
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:CHA Companies
Project:Gaston County Landfill Phase 2
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26998
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-50 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)142 133 139 119 125 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)126 149 132 130 155 138
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)189 184 189 185 190 187
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 4 of 5
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS - SINGLE TRACK
TRI Client:CHA Companies
Project:Gaston County Landfill Phase 2
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:26998
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-58 | Weld: Single Extrusion
Side: Peel Peel
Peel Strength (ppi)160 159 155 163 153 158
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 161 159 155 162 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Page: 5 of 5
APPENDIX F
Geocomposite
GEOCOMPOSITE CERTIFICATION

Hallaton, Inc., provided and installed the geocomposite, which was manufactured by SKAPS.
Based upon the CQA/CQC field monitoring and material test and certification, it is CHA’s
professional opinion that the Unit II Phase 2 – Cells 1 and 2 geocomposite was provided and
installed in substantial accordance with the approved Construction Plans and Specifications, and
current NCDEQ solid waste rules and regulations.

The services provided for this project were performed with the care and skill ordinarily exercised
by reputable members of the profession practicing under similar conditions at the same time and
in the same or similar locality. No warranty, expressed or implied, is made or intended by
rendition of these consulting services or by furnishing oral or written reports of the findings
made. This Report has been prepared for the exclusive use of the County.

Jack Miller, PE
CQA Manager
CHA Consulting, Inc.
N.C.P.E. No. 14131


Mr. Lonnie Burgess, T&K Construction LLC
Geosynthetic Liner Certification
Gaston County Landfill Unit II Phase 2 Expansion
DAA # R08281-06Q
February 14, 2017

2 of 5| Page

CQC personnel monitored the deployment of each geomembrane panel for the following:
Manufacturing defects; damage that may have occurred during shipment, storage and
handling; and damage resulting from installation activities, including damage as a
consequence of panel placement, seaming operations, and weather.
If damage to the geomembrane materials was observed, the geosynthetics installer was notified
and the damaged materials were either discarded or repaired as described in the CQC plan. CQC
personnel observed repairs, either during or after the repairs were complete. Details of
geomembrane panel placement were recorded by CQC personnel on geomembrane panel
deployment logs, which are attached.
Trial Seams
Prior to production seaming, the installer prepared geomembrane trial seams each day for each
piece of seaming equipment in the morning and after the lunch stoppage. The trial seaming
operations were observed by CQC personnel. If any of the test specimens failed, the welding
procedure was modified, two (2) new trial seams were fabricated, and the test procedures were
repeated (the two consecutive trial seams had to pass the test criteria for both peel and shear prior
to acceptance of the welding technician); and once a trial seam passed all tests, the technician was
authorized to proceed with production seaming.
Production Seams
Geomembrane production seaming operations were monitored continuously by DAA CQC
personnel. The majority of the geomembrane production seams were fabricated by the installer
using double-track fusion (i.e., hot wedge) welders. Geomembrane seam repairs were made using
hand-held extrusion welders. The geomembrane seams were visually examined for workmanship
and continuity. Geomembrane seaming logs are attached.
Nondestructive Seam Testing
Geomembrane nondestructive seam testing was monitored by CQC personnel. Geomembrane
seams were nondestructively tested by the geosynthetics installer for continuity using air pressure
or vacuum-box test procedures. Double-track fusion seams were tested using the air pressure test
procedure. The vacuum-box test procedure was used for seams made using extrusion welders.
Failed air pressure test seams were either reconstructed or capped and retested using the vacuum-
box test procedure. Leaks that were identified using the vacuum-box test procedure were repaired,
as described in the CQC Plan.
Air Pressure Testing
All double-track fusion seams were nondestructively tested using the air-pressure test procedure.
The air-pressure test procedure used by the installer was performed in the following manner:
Mr. Lonnie Burgess, T&K Construction LLC
Geosynthetic Liner Certification
Gaston County Landfill Unit II Phase 2 Expansion
DAA # R08281-06Q
February 14, 2017

3 of 5 | Page
The double-track seam was sealed off and inflated to a gauge pressure of approximately
30 psi with an air pump and observed over a five minute time period. If the pressure loss
exceeded 3 psi, or if the pressure did not stabilize, the seam was repaired in accordance
with the CQC Plan.
Results of air pressure testing indicated that all seams met the requirements of the CQC Plan and
can be found attached.
Vacuum-Box Testing
The vacuum-box test procedure was used by the installer to non-destructively test extrusion seams
and repairs. A vacuum-box was placed over the wetted area until a vacuum was established as
evidenced by a negative box pressure of approximately 5 psi (34 kPa) and the seam was examined
through the viewing window for a period of 15 seconds for the occurrence of air bubbles. Any
locations of any leaks were recorded for repair and the vacuum-box was shifted to the next location
to continue the process.
Results of vacuum-box testing indicated that all the seams met the requirements of the CQC Plan.
Vacuum-box test results are included with the geomembrane repair summary logs attached.
Destructive Seam Sample Testing
In accordance with the requirements of the CQC Plan, CQC personnel identified locations and
collected geomembrane seam samples for destructive seam testing. The samples were tested
on-site. A log of each destructive seam tests was maintained and is included in the attachments.
A total of 59 geomembrane destructive seam sample locations were identified by CQC personnel.
The number of destructive seam samples corresponds to an approximate frequency of one sample
per 399 linear feet of geomembrane seaming. This frequency is greater than the required frequency
of one sample per 500 linear feet of seam. Destructive samples were collected from completed
production seams and tested by TRI Environmental, Inc. in Austin, TX and
Draper Aden Associates in Richmond, VA.
For a destructive test on a seam sample to be considered as passing, the following seam strength
criteria had to be met on four out of the five tests performed on each of the on-site laboratory
destructive seam samples.
 Peel test. Observation of a Film Tearing Bond (FTB) and a minimum bonded seam
strength of 90 lb/in for fusion and extrusion and
 Shear test. A minimum bonded seam strength of 120 lb/in for fusion and extrusion.
During the liner system installation, five failures were recorded during laboratory destructive
sampling. If a destructive sample failed during either field or laboratory testing, the seam was
resampled to determine the limits of the failed section. Resampling of the seam was performed
Testing and Certification
Geocomposite Roll Certifications
Ref. : Gaston County Landfill, NC
Customer P.O. # 610-004Product : TN 300-2-6
Test Method Unit Value Qualifier
ASTM D 5199 mil 300 MAV6
ASTM D 4218 % 2.0 - 3.0 Range
ASTM D 12382 g/10 min 1.0 Maximum
ASTM D 1505 g/cm3 0.94 MAV
ASTM D 7005 lb/in 1.0 MAV
ASTM D 4716 m2/sec 9.4 x 10
-4 MAV
ASTM D 4716 m2/sec 3.0 x 10
-4 MAV
ASTM D 5261 oz/yd2 6.0 MARV5
ASTM D 4632 lbs 160 MARV
ASTM D 4632 % 50 MARV
ASTM D 4833 lbs 55 MARV
ASTM D 4491 sec-1 1.0 MARV
ASTM D 4751 US Sieve 70 MaxARV
ASTM D 4355 %/hrs 70/500 MARV
Notes:
1a.
1b.
2.
3.
4.
5.
6.
We hereby certify that the TN 300-2-6 drainage geocomposite, meets or exceeds the project requirements as
stated in the specifications. The properties listed in this section are:
Transmissivity1b
Geotextile3 & 4
January 4, 2017
235 County Road 1242
Vinemont, AL, 35179
Ply Adhesion
Grab Strength
Grab Elongation
Thickness
Density
Composite
Carbon Black
Melt Flow
Property
Transmissivity1a
Fabric Weight
Geonet3
Geotextile and Geonet properties are prior to lamination.
Geotextile data is provided by the supplier.
MARV is statistically defined as mean minus two standard deviations and it is the value which is exceeded by 97.5% of all
the test data.
Rajesh Patel
Puncture Resistance
Condition 190/2.16
Permittivity
T & K Construction, LLC
Rajesh Patel
QA Manager
UV Resistance
AOS
Minium average value
Transmissivity measured using water at 21 +2 o C (70 +4 o F) with a gradient of 0.03 and a confining pressure of 10,000
psf between sand & textured HDPE geomembrane after 100 hours.
Transmissivity measured using water at 21 +2 o C (70 +4 o F) with a gradient of 0.03 and a confining pressure of 20,000
psf between sand & textured HDPE geomembrane after 100 hours.
Sincerely,
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
73
6
1
1
0
1
0
0
0
1

2
.
6
5

3
.
1
3
1.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
5

2
9
6

2
.
7
5
73
6
1
1
0
1
0
0
0
2
2.
6
5

3
.
1
3

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
5
29
6

2
.
7
5
73
6
1
1
0
1
0
0
0
3
2.
6
5

3
.
1
3

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
5
29
6

2
.
7
5
73
6
1
1
0
1
0
0
0
4
2.
6
5

3
.
1
3

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
5
29
6

2
.
7
5
73
6
1
1
0
1
0
0
0
5
2.
6
5

3
.
1
3

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
5
29
6

2
.
7
5
73
6
1
1
0
1
0
0
0
6
2.
6
5

3
.
1
3

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
5
29
6

2
.
7
5
73
6
1
1
0
1
0
0
0
7
2.
6
5

3
.
1
3

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
5
29
6

2
.
7
5
73
6
1
1
0
1
0
0
0
8
2.
6
5

3
.
1
3

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
5
29
6

2
.
7
5
73
6
1
1
0
1
0
0
0
9
2.
6
5

3
.
1
3

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
5
29
6

2
.
7
5
73
6
1
1
0
1
0
0
1
0
2.
6
5

3
.
1
3

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
5
29
6

2
.
7
5
73
6
1
1
0
1
0
0
1
1
2.
6
5

3
.
1
3

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
5
29
6

2
.
7
5
73
6
1
1
0
1
0
0
1
2
2.
6
5

3
.
1
3

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
5
29
6

2
.
7
5
73
6
1
1
0
1
0
0
1
3
2.
6
5

3
.
1
3

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
5
29
6

2
.
7
5
73
6
1
1
0
1
0
0
1
4
2.
6
5

3
.
1
3

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
5
29
6

2
.
7
5
73
6
1
1
0
1
0
0
1
5

3
.
5
8

2
.
8
7
1.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
2

2
9
3

2
.
6
8
73
6
1
1
0
1
0
0
1
6
3.
5
8

2
.
8
7

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
2
29
3

2
.
6
8
73
6
1
1
0
1
0
0
1
7
3.
5
8

2
.
8
7

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
2
29
3

2
.
6
8
73
6
1
1
0
1
0
0
1
8
3.
5
8

2
.
8
7

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
2
29
3

2
.
6
8
73
6
1
1
0
1
0
0
1
9
3.
5
8

2
.
8
7

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
2
29
3

2
.
6
8
73
6
1
1
0
1
0
0
2
0
3.
5
8

2
.
8
7

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
2
29
3

2
.
6
8
73
6
1
1
0
1
0
0
2
1
3.
5
8

2
.
8
7

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
2
29
3

2
.
6
8
73
6
1
1
0
1
0
0
2
2
3.
5
8

2
.
8
7

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
2
29
3

2
.
6
8
73
6
1
1
0
1
0
0
2
3
3.
5
8

2
.
8
7

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
2
29
3

2
.
6
8
73
6
1
1
0
1
0
0
2
4
3.
5
8

2
.
8
7

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
2
29
3

2
.
6
8
T N
3
0
0
-
2
-
6
Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ga
s
t
o
n

C
o
u
n
t
y

L
a
n
d
f
i
l
l
,

N
C
Re
s
i
n

L
o
t

Nu
m
b
e
r
Ca
r
b
o
n

Bl
a
c
k

(%
)

Ge
o
n
e
t
Ro
l
l

N
u
m
b
e
r
T hi
c
k
n
e
s
s

(m
i
l
s
)

T ransmissivity (m 2 /sec)
De
n
s
i
t
y

(g
/
c
m
3 )
Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T N
3
0
0
-
2
-
6
Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ga
s
t
o
n

C
o
u
n
t
y

L
a
n
d
f
i
l
l
,

N
C
Re
s
i
n

L
o
t

Nu
m
b
e
r
Ca
r
b
o
n

Bl
a
c
k

(%
)

Ge
o
n
e
t
Ro
l
l

N
u
m
b
e
r
T hi
c
k
n
e
s
s

(m
i
l
s
)

T ransmissivity (m 2 /sec)
De
n
s
i
t
y

(g
/
c
m
3 )
Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
73
6
1
1
0
1
0
0
2
5
3.
5
8

2
.
8
7

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
2
29
3

2
.
6
8
73
6
1
1
0
1
0
0
2
6
3.
5
8

2
.
8
7

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
2
29
3

2
.
6
8
73
6
1
1
0
1
0
0
2
7
3.
5
8

2
.
8
7

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
2
29
3

2
.
6
8
73
6
1
1
0
1
0
0
2
8
3.
5
8

2
.
8
7

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
2
29
3

2
.
6
8
73
6
1
1
0
1
0
0
2
9
3.
5
8

2
.
8
7

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
2
29
3

2
.
6
8
73
6
1
1
0
1
0
0
3
0

3
.
0
5

3
.
8
5
1.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
9

2
9
4

2
.
3
6
73
6
1
1
0
1
0
0
3
1
3.
0
5

3
.
8
5

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
9
29
4

2
.
3
6
73
6
1
1
0
1
0
0
3
2
3.
0
5

3
.
8
5

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
9
29
4

2
.
3
6
73
6
1
1
0
1
0
0
3
3
3.
0
5

3
.
8
5

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
9
29
4

2
.
3
6
73
6
1
1
0
1
0
0
3
4
3.
0
5

3
.
8
5

1
.
1
4

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
9
29
4

2
.
3
6
73
6
1
1
0
1
0
0
3
5
3.
0
5

3
.
8
5
1.
0
3

x

1
0
⁻
³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
9
29
4

2
.
3
6
73
6
1
1
0
1
0
0
3
6
3.
0
5

3
.
8
5

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
9
29
4

2
.
3
6
73
6
1
1
0
1
0
0
3
7
3.
0
5

3
.
8
5

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
9
29
4

2
.
3
6
73
6
1
1
0
1
0
0
3
8
3.
0
5

3
.
8
5

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
9
29
4

2
.
3
6
73
6
1
1
0
1
0
0
3
9
3.
0
5

3
.
8
5

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
9
29
4

2
.
3
6
73
6
1
1
0
1
0
0
4
0
3.
0
5

3
.
8
5

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
9
29
4

2
.
3
6
73
6
1
1
0
1
0
0
4
1
3.
0
5

3
.
8
5

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
9
29
4

2
.
3
6
73
6
1
1
0
1
0
0
4
2
3.
0
5

3
.
8
5

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
9
29
4

2
.
3
6
73
6
1
1
0
1
0
0
4
3
3.
0
5

3
.
8
5

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
9
29
4

2
.
3
6
73
6
1
1
0
1
0
0
4
4
3.
0
5

3
.
8
5

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
9
29
4

2
.
3
6
73
6
1
1
0
1
0
0
4
5

3
.
2
5

2
.
7
0
1.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1

2
9
8

2
.
5
6
73
6
1
1
0
1
0
0
4
6
3.
2
5

2
.
7
0

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
8

2
.
5
6
73
6
1
1
0
1
0
0
4
7
3.
2
5

2
.
7
0

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
8

2
.
5
6
73
6
1
1
0
1
0
0
4
8
3.
2
5

2
.
7
0

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
8

2
.
5
6
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T N
3
0
0
-
2
-
6
Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ga
s
t
o
n

C
o
u
n
t
y

L
a
n
d
f
i
l
l
,

N
C
Re
s
i
n

L
o
t

Nu
m
b
e
r
Ca
r
b
o
n

Bl
a
c
k

(%
)

Ge
o
n
e
t
Ro
l
l

N
u
m
b
e
r
T hi
c
k
n
e
s
s

(m
i
l
s
)

T ransmissivity (m 2 /sec)
De
n
s
i
t
y

(g
/
c
m
3 )
Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
73
6
1
1
0
1
0
0
4
9
3.
2
5

2
.
7
0

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
8

2
.
5
6
73
6
1
1
0
1
0
0
5
0
3.
2
5

2
.
7
0

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
8

2
.
5
6
73
6
1
1
0
1
0
0
5
1
3.
2
5

2
.
7
0

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
8

2
.
5
6
73
6
1
1
0
1
0
0
5
2
3.
2
5

2
.
7
0

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
8

2
.
5
6
73
6
1
1
0
1
0
0
5
3
3.
2
5

2
.
7
0

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
8

2
.
5
6
73
6
1
1
0
1
0
0
5
4
3.
2
5

2
.
7
0

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
8

2
.
5
6
73
6
1
1
0
1
0
0
5
5
3.
2
5

2
.
7
0

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
8

2
.
5
6
73
6
1
1
0
1
0
0
5
6
3.
2
5

2
.
7
0

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
8

2
.
5
6
73
6
1
1
0
1
0
0
5
7
3.
2
5

2
.
7
0

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
8

2
.
5
6
73
6
1
1
0
1
0
0
5
8
3.
2
5

2
.
7
0

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
8

2
.
5
6
73
6
1
1
0
1
0
0
5
9
3.
2
5

2
.
7
0

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
8

2
.
5
6
73
6
1
1
0
1
0
0
6
0

3
.
4
4

2
.
6
7
1.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
8

2
9
2

2
.
4
6
73
6
1
1
0
1
0
0
6
1
3.
4
4

2
.
6
7

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
8
29
2

2
.
4
6
73
6
1
1
0
1
0
0
6
2
3.
4
4

2
.
6
7

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
8
29
2

2
.
4
6
73
6
1
1
0
1
0
0
6
3
3.
4
4

2
.
6
7

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
8
29
2

2
.
4
6
73
6
1
1
0
1
0
0
6
4
3.
4
4

2
.
6
7

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
8
29
2

2
.
4
6
73
6
1
1
0
1
0
0
6
5
3.
4
4

2
.
6
7

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
8
29
2

2
.
4
6
73
6
1
1
0
1
0
0
6
6
3.
4
4

2
.
6
7

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
8
29
2

2
.
4
6
73
6
1
1
0
1
0
0
6
7
3.
4
4

2
.
6
7

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
8
29
2

2
.
4
6
73
6
1
1
0
1
0
0
6
8
3.
4
4

2
.
6
7

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
8
29
2

2
.
4
6
73
6
1
1
0
1
0
0
6
9
3.
4
4

2
.
6
7

1
.
0
3

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
8
29
2

2
.
4
6
73
6
1
1
0
1
0
0
7
0
3.
4
4

2
.
6
7
1.
2
5

x

1
0
⁻
³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
8
29
2

2
.
4
6
73
6
1
1
0
1
0
0
7
1
3.
4
4

2
.
6
7

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
8
29
2

2
.
4
6
73
6
1
1
0
1
0
0
7
2
3.
4
4

2
.
6
7

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
8
29
2

2
.
4
6
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T N
3
0
0
-
2
-
6
Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ga
s
t
o
n

C
o
u
n
t
y

L
a
n
d
f
i
l
l
,

N
C
Re
s
i
n

L
o
t

Nu
m
b
e
r
Ca
r
b
o
n

Bl
a
c
k

(%
)

Ge
o
n
e
t
Ro
l
l

N
u
m
b
e
r
T hi
c
k
n
e
s
s

(m
i
l
s
)

T ransmissivity (m 2 /sec)
De
n
s
i
t
y

(g
/
c
m
3 )
Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
73
6
1
1
0
1
0
0
7
3
3.
4
4

2
.
6
7

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
8
29
2

2
.
4
6
73
6
1
1
0
1
0
0
7
4
3.
4
4

2
.
6
7

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
8
29
2

2
.
4
6
73
6
1
1
0
1
0
0
7
5

3
.
7
6

2
.
7
2
1.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0

2
9
5

2
.
4
2
73
6
1
1
0
1
0
0
7
6
3.
7
6

2
.
7
2

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
5

2
.
4
2
73
6
1
1
0
1
0
0
7
7
3.
7
6

2
.
7
2

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
5

2
.
4
2
73
6
1
1
0
1
0
0
7
8
3.
7
6

2
.
7
2

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
5

2
.
4
2
73
6
1
1
0
1
0
0
7
9
3.
7
6

2
.
7
2

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
5

2
.
4
2
73
6
1
1
0
1
0
0
8
0
3.
7
6

2
.
7
2

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
5

2
.
4
2
73
6
1
1
0
1
0
0
8
1
3.
7
6

2
.
7
2

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
5

2
.
4
2
73
6
1
1
0
1
0
0
8
2
3.
7
6

2
.
7
2

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
5

2
.
4
2
73
6
1
1
0
1
0
0
8
3
3.
7
6

2
.
7
2

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
5

2
.
4
2
73
6
1
1
0
1
0
0
8
4
3.
7
6

2
.
7
2

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
5

2
.
4
2
73
6
1
1
0
1
0
0
8
5
3.
7
6

2
.
7
2

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
5

2
.
4
2
73
6
1
1
0
1
0
0
8
6
3.
7
6

2
.
7
2

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
5

2
.
4
2
73
6
1
1
0
1
0
0
8
7
3.
7
6

2
.
7
2

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
5

2
.
4
2
73
6
1
1
0
1
0
0
8
8
3.
7
6

2
.
7
2

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
5

2
.
4
2
73
6
1
1
0
1
0
0
8
9
3.
7
6

2
.
7
2

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
5

2
.
4
2
73
6
1
1
0
1
0
0
9
0

3
.
7
9

2
.
4
5
1.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
3

2
9
3

2
.
5
4
73
6
1
1
0
1
0
0
9
1
3.
7
9

2
.
4
5

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
3
29
3

2
.
5
4
73
6
1
1
0
1
0
0
9
2
3.
7
9

2
.
4
5

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
3
29
3

2
.
5
4
73
6
1
1
0
1
0
0
9
3
3.
7
9

2
.
4
5

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
3
29
3

2
.
5
4
73
6
1
1
0
1
0
0
9
4
3.
7
9

2
.
4
5

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
3
29
3

2
.
5
4
73
6
1
1
0
1
0
0
9
5
3.
7
9

2
.
4
5

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
3
29
3

2
.
5
4
73
6
1
1
0
1
0
0
9
6
3.
7
9

2
.
4
5

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
3
29
3

2
.
5
4
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T N
3
0
0
-
2
-
6
Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ga
s
t
o
n

C
o
u
n
t
y

L
a
n
d
f
i
l
l
,

N
C
Re
s
i
n

L
o
t

Nu
m
b
e
r
Ca
r
b
o
n

Bl
a
c
k

(%
)

Ge
o
n
e
t
Ro
l
l

N
u
m
b
e
r
T hi
c
k
n
e
s
s

(m
i
l
s
)

T ransmissivity (m 2 /sec)
De
n
s
i
t
y

(g
/
c
m
3 )
Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
73
6
1
1
0
1
0
0
9
7
3.
7
9

2
.
4
5

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
3
29
3

2
.
5
4
73
6
1
1
0
1
0
0
9
8
3.
7
9

2
.
4
5

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
3
29
3

2
.
5
4
73
6
1
1
0
1
0
0
9
9
3.
7
9

2
.
4
5

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
3
29
3

2
.
5
4
73
6
1
1
0
1
0
1
0
0
3.
7
9

2
.
4
5

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
3
29
3

2
.
5
4
73
6
1
1
0
1
0
1
0
1
3.
7
9

2
.
4
5

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
3
29
3

2
.
5
4
73
6
1
1
0
1
0
1
0
2
3.
7
9

2
.
4
5

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
3
29
3

2
.
5
4
73
6
1
1
0
1
0
1
0
3
3.
7
9

2
.
4
5

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
3
29
3

2
.
5
4
73
6
1
1
0
1
0
1
0
4
3.
7
9

2
.
4
5

1
.
2
5

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
3
29
3

2
.
5
4
73
6
1
1
0
1
0
1
0
5

2
.
5
7

2
.
9
0
1.
1
2

x

1
0
⁻
³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6

2
9
6

2
.
6
3
73
6
1
1
0
1
0
1
0
6
2.
5
7

2
.
9
0

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
6

2
.
6
3
73
6
1
1
0
1
0
1
0
7
2.
5
7

2
.
9
0

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
6

2
.
6
3
73
6
1
1
0
1
0
1
0
8
2.
5
7

2
.
9
0

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
6

2
.
6
3
73
6
1
1
0
1
0
1
0
9
2.
5
7

2
.
9
0

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
6

2
.
6
3
73
6
1
1
0
1
0
1
1
0
2.
5
7

2
.
9
0

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
6

2
.
6
3
73
6
1
1
0
1
0
1
1
1
2.
5
7

2
.
9
0

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
6

2
.
6
3
73
6
1
1
0
1
0
1
1
2
2.
5
7

2
.
9
0

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
6

2
.
6
3
73
6
1
1
0
1
0
1
1
3
2.
5
7

2
.
9
0

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
6

2
.
6
3
73
6
1
1
0
1
0
1
1
4
2.
5
7

2
.
9
0

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
6

2
.
6
3
73
6
1
1
0
1
0
1
1
5
2.
5
7

2
.
9
0

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
6

2
.
6
3
73
6
1
1
0
1
0
1
1
6
2.
5
7

2
.
9
0

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
6

2
.
6
3
73
6
1
1
0
1
0
1
1
7
2.
5
7

2
.
9
0

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
6

2
.
6
3
73
6
1
1
0
1
0
1
1
8
2.
5
7

2
.
9
0

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
6

2
.
6
3
73
6
1
1
0
1
0
1
1
9
2.
5
7

2
.
9
0

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
6

2
.
6
3
73
6
1
1
0
1
0
1
2
0

3
.
1
6

3
.
3
3
1.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4

2
9
7

2
.
7
2
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T N
3
0
0
-
2
-
6
Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ga
s
t
o
n

C
o
u
n
t
y

L
a
n
d
f
i
l
l
,

N
C
Re
s
i
n

L
o
t

Nu
m
b
e
r
Ca
r
b
o
n

Bl
a
c
k

(%
)

Ge
o
n
e
t
Ro
l
l

N
u
m
b
e
r
T hi
c
k
n
e
s
s

(m
i
l
s
)

T ransmissivity (m 2 /sec)
De
n
s
i
t
y

(g
/
c
m
3 )
Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
73
6
1
1
0
1
0
1
2
1
3.
1
6

3
.
3
3

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
7

2
.
7
2
73
6
1
1
0
1
0
1
2
2
3.
1
6

3
.
3
3

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
7

2
.
7
2
73
6
1
1
0
1
0
1
2
3
3.
1
6

3
.
3
3

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
7

2
.
7
2
73
6
1
1
0
1
0
1
2
4
3.
1
6

3
.
3
3

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
7

2
.
7
2
73
6
1
1
0
1
0
1
2
5
3.
1
6

3
.
3
3

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
7

2
.
7
2
73
6
1
1
0
1
0
1
2
6
3.
1
6

3
.
3
3

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
7

2
.
7
2
73
6
1
1
0
1
0
1
2
7
3.
1
6

3
.
3
3

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
7

2
.
7
2
73
6
1
1
0
1
0
1
2
8
3.
1
6

3
.
3
3

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
7

2
.
7
2
73
6
1
1
0
1
0
1
2
9
3.
1
6

3
.
3
3

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
7

2
.
7
2
73
6
1
1
0
1
0
1
3
0
3.
1
6

3
.
3
3

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
7

2
.
7
2
73
6
1
1
0
1
0
1
3
1
3.
1
6

3
.
3
3

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
7

2
.
7
2
73
6
1
1
0
1
0
1
3
2
3.
1
6

3
.
3
3

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
7

2
.
7
2
73
6
1
1
0
1
0
1
3
3
3.
1
6

3
.
3
3

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
7

2
.
7
2
73
6
1
1
0
1
0
1
3
4
3.
1
6

3
.
3
3

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
7

2
.
7
2
73
6
1
1
0
1
0
1
3
5

2
.
8
6

3
.
3
6
1.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
7

2
9
5

2
.
2
8
73
6
1
1
0
1
0
1
3
6
2.
8
6

3
.
3
6

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
7
29
5

2
.
2
8
73
6
1
1
0
1
0
1
3
7
2.
8
6

3
.
3
6

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
7
29
5

2
.
2
8
73
6
1
1
0
1
0
1
3
8
2.
8
6

3
.
3
6

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
7
29
5

2
.
2
8
73
6
1
1
0
1
0
1
3
9
2.
8
6

3
.
3
6

1
.
1
2

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
7
29
5

2
.
2
8
73
6
1
1
0
1
0
1
4
0
2.
8
6

3
.
3
6
1.
1

x

1
0
⁻
³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
7
29
5

2
.
2
8
73
6
1
1
0
1
0
1
4
1
2.
8
6

3
.
3
6

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
7
29
5

2
.
2
8
73
6
1
1
0
1
0
1
4
2
2.
8
6

3
.
3
6

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
7
29
5

2
.
2
8
73
6
1
1
0
1
0
1
4
3
2.
8
6

3
.
3
6

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
7
29
5

2
.
2
8
73
6
1
1
0
1
0
1
4
4
2.
8
6

3
.
3
6

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
7
29
5

2
.
2
8
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T N
3
0
0
-
2
-
6
Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ga
s
t
o
n

C
o
u
n
t
y

L
a
n
d
f
i
l
l
,

N
C
Re
s
i
n

L
o
t

Nu
m
b
e
r
Ca
r
b
o
n

Bl
a
c
k

(%
)

Ge
o
n
e
t
Ro
l
l

N
u
m
b
e
r
T hi
c
k
n
e
s
s

(m
i
l
s
)

T ransmissivity (m 2 /sec)
De
n
s
i
t
y

(g
/
c
m
3 )
Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
73
6
1
1
0
1
0
1
4
5
2.
8
6

3
.
3
6

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
7
29
5

2
.
2
8
73
6
1
1
0
1
0
1
4
6
2.
8
6

3
.
3
6

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
7
29
5

2
.
2
8
73
6
1
1
0
1
0
1
4
7
2.
8
6

3
.
3
6

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
7
29
5

2
.
2
8
73
6
1
1
0
1
0
1
4
8
2.
8
6

3
.
3
6

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
7
29
5

2
.
2
8
73
6
1
1
0
1
0
1
4
9
2.
8
6

3
.
3
6

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
2
7
29
5

2
.
2
8
73
6
1
1
0
1
0
1
5
0

2
.
9
1

3
.
2
4
1.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0

2
9
3

2
.
6
6
73
6
1
1
0
1
0
1
5
1
2.
9
1

3
.
2
4

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
3

2
.
6
6
73
6
1
1
0
1
0
1
5
2
2.
9
1

3
.
2
4

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
3

2
.
6
6
73
6
1
1
0
1
0
1
5
3
2.
9
1

3
.
2
4

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
3

2
.
6
6
73
6
1
1
0
1
0
1
5
4
2.
9
1

3
.
2
4

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
3

2
.
6
6
73
6
1
1
0
1
0
1
5
5
2.
9
1

3
.
2
4

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
3

2
.
6
6
73
6
1
1
0
1
0
1
5
6
2.
9
1

3
.
2
4

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
3

2
.
6
6
73
6
1
1
0
1
0
1
5
7
2.
9
1

3
.
2
4

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
3

2
.
6
6
73
6
1
1
0
1
0
1
5
8
2.
9
1

3
.
2
4

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
3

2
.
6
6
73
6
1
1
0
1
0
1
5
9
2.
9
1

3
.
2
4

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
3

2
.
6
6
73
6
1
1
0
1
0
1
6
0
2.
9
1

3
.
2
4

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
3

2
.
6
6
73
6
1
1
0
1
0
1
6
1
2.
9
1

3
.
2
4

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
3

2
.
6
6
73
6
1
1
0
1
0
1
6
2
2.
9
1

3
.
2
4

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
3

2
.
6
6
73
6
1
1
0
1
0
1
6
3
2.
9
1

3
.
2
4

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
3

2
.
6
6
73
6
1
1
0
1
0
1
6
4
2.
9
1

3
.
2
4

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
0
29
3

2
.
6
6
73
6
1
1
0
1
0
1
6
5

2
.
2
9

2
.
4
8
1.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4

2
9
6

2
.
4
4
73
6
1
1
0
1
0
1
6
6
2.
2
9

2
.
4
8

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
6

2
.
4
4
73
6
1
1
0
1
0
1
6
7
2.
2
9

2
.
4
8

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
6

2
.
4
4
73
6
1
1
0
1
0
1
6
8
2.
2
9

2
.
4
8

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
6

2
.
4
4
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T N
3
0
0
-
2
-
6
Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ga
s
t
o
n

C
o
u
n
t
y

L
a
n
d
f
i
l
l
,

N
C
Re
s
i
n

L
o
t

Nu
m
b
e
r
Ca
r
b
o
n

Bl
a
c
k

(%
)

Ge
o
n
e
t
Ro
l
l

N
u
m
b
e
r
T hi
c
k
n
e
s
s

(m
i
l
s
)

T ransmissivity (m 2 /sec)
De
n
s
i
t
y

(g
/
c
m
3 )
Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
73
6
1
1
0
1
0
1
6
9
2.
2
9

2
.
4
8

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
6

2
.
4
4
73
6
1
1
0
1
0
1
7
0
2.
2
9

2
.
4
8

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
6

2
.
4
4
73
6
1
1
0
1
0
1
7
1
2.
2
9

2
.
4
8

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
6

2
.
4
4
73
6
1
1
0
1
0
1
7
2
2.
2
9

2
.
4
8

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
6

2
.
4
4
73
6
1
1
0
1
0
1
7
3
2.
2
9

2
.
4
8

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
6

2
.
4
4
73
6
1
1
0
1
0
1
7
4
2.
2
9

2
.
4
8

1
.
1

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
6

2
.
4
4
73
6
1
1
0
1
0
1
7
5
2.
2
9

2
.
4
8
1.
2
8

x

1
0
⁻
³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
6

2
.
4
4
73
6
1
1
0
1
0
1
7
6
2.
2
9

2
.
4
8

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
6

2
.
4
4
73
6
1
1
0
1
0
1
7
7
2.
2
9

2
.
4
8

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
6

2
.
4
4
73
6
1
1
0
1
0
1
7
8
2.
2
9

2
.
4
8

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
6

2
.
4
4
73
6
1
1
0
1
0
1
7
9
2.
2
9

2
.
4
8

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
4
29
6

2
.
4
4
73
6
1
1
0
1
0
1
8
0

3
.
7
3

2
.
6
9
1.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6

2
9
4

2
.
5
3
73
6
1
1
0
1
0
1
8
1
3.
7
3

2
.
6
9

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
4

2
.
5
3
73
6
1
1
0
1
0
1
8
2
3.
7
3

2
.
6
9

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
4

2
.
5
3
73
6
1
1
0
1
0
1
8
3
3.
7
3

2
.
6
9

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
4

2
.
5
3
73
6
1
1
0
1
0
1
8
4
3.
7
3

2
.
6
9

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
4

2
.
5
3
73
6
1
1
0
1
0
1
8
5
3.
7
3

2
.
6
9

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
4

2
.
5
3
73
6
1
1
0
1
0
1
8
6
3.
7
3

2
.
6
9

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
4

2
.
5
3
73
6
1
1
0
1
0
1
8
7
3.
7
3

2
.
6
9

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
4

2
.
5
3
73
6
1
1
0
1
0
1
8
8
3.
7
3

2
.
6
9

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
4

2
.
5
3
73
6
1
1
0
1
0
1
8
9
3.
7
3

2
.
6
9

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
4

2
.
5
3
73
6
1
1
0
1
0
1
9
0
3.
7
3

2
.
6
9

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
4

2
.
5
3
73
6
1
1
0
1
0
1
9
1
3.
7
3

2
.
6
9

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
4

2
.
5
3
73
6
1
1
0
1
0
1
9
2
3.
7
3

2
.
6
9

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
4

2
.
5
3
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T N
3
0
0
-
2
-
6
Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ga
s
t
o
n

C
o
u
n
t
y

L
a
n
d
f
i
l
l
,

N
C
Re
s
i
n

L
o
t

Nu
m
b
e
r
Ca
r
b
o
n

Bl
a
c
k

(%
)

Ge
o
n
e
t
Ro
l
l

N
u
m
b
e
r
T hi
c
k
n
e
s
s

(m
i
l
s
)

T ransmissivity (m 2 /sec)
De
n
s
i
t
y

(g
/
c
m
3 )
Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
73
6
1
1
0
1
0
1
9
3
3.
7
3

2
.
6
9

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
4

2
.
5
3
73
6
1
1
0
1
0
1
9
4
3.
7
3

2
.
6
9

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
6
29
4

2
.
5
3
73
6
1
1
0
1
0
1
9
5

2
.
2
8

3
.
1
5
1.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1

2
9
7

2
.
7
6
73
6
1
1
0
1
0
1
9
6
2.
2
8

3
.
1
5

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
7

2
.
7
6
73
6
1
1
0
1
0
1
9
7
2.
2
8

3
.
1
5

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
7

2
.
7
6
73
6
1
1
0
1
0
1
9
8
2.
2
8

3
.
1
5

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
7

2
.
7
6
73
6
1
1
0
1
0
1
9
9
2.
2
8

3
.
1
5

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
7

2
.
7
6
73
6
1
1
0
1
0
2
0
0
2.
2
8

3
.
1
5

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
7

2
.
7
6
73
6
1
1
0
1
0
2
0
1
2.
2
8

3
.
1
5

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
7

2
.
7
6
73
6
1
1
0
1
0
2
0
2
2.
2
8

3
.
1
5

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
7

2
.
7
6
73
6
1
1
0
1
0
2
0
3
2.
2
8

3
.
1
5

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
7

2
.
7
6
73
6
1
1
0
1
0
2
0
4
2.
2
8

3
.
1
5

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
7

2
.
7
6
73
6
1
1
0
1
0
2
0
5
2.
2
8

3
.
1
5

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
7

2
.
7
6
73
6
1
1
0
1
0
2
0
6
2.
2
8

3
.
1
5

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
7

2
.
7
6
73
6
1
1
0
1
0
2
0
7
2.
2
8

3
.
1
5

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
7

2
.
7
6
73
6
1
1
0
1
0
2
0
8
2.
2
8

3
.
1
5

1
.
2
8

x

1
0
⁻³
SH
O
X

0
0
4
2
3
4

0
.
9
5
3
1
29
7

2
.
7
6
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Geocomposite Resin Certification
Cu
s
t
o
m
e
r

N
a
m
e

:
T
&

K

C
o
n
s
t
r
u
c
t
i
o
n
,

L
L
C
Pr
o
j
e
c
t

N
a
m
e

:
Ga
s
t
o
n

C
o
u
n
t
y

L
a
n
d
f
i
l
l
,

N
C
Ge
o
c
o
m
p
o
s
i
t
e

M
a
n
u
f
a
c
t
u
r
e
r

:
SK
A
P
S

I
n
d
u
s
t
r
i
e
s
Ge
o
c
o
m
p
o
s
i
t
e

P
r
o
d
u
c
t
i
o
n

P
l
a
n
t

:
Co
m
m
e
r
c
e
,

G
A
Ge
o
c
o
m
p
o
s
i
t
e

B
r
a
n
d

N
a
m
e

:
TN

3
0
0
-
2
-
6
De
n
s
i
t
y

A
S
T
M

D
1
5
0
5
g/
c
m
3
0.
9
4
8
0

0
.
9
4
8
2
Me
l
t

f
l
o
w

I
n
d
e
x
AS
T
M

D
1
2
3
8
(a
)
g/
1
0

m
i
n

0
.
1
1

0
.
1
4
(a
)

C
o
n
d
i
t
i
o
n

1
9
0
/
2
.
1
6
*
D
a
t
a

f
r
o
m

S
K
A
P
S

Q
u
a
l
i
t
y

C
o
n
t
r
o
l
PO
L
Y
E
T
H
Y
L
E
N
E

R
E
S
I
N

C
E
R
T
I
F
I
C
A
T
I
O
N
T ested Value*
Pr
o
p
e
r
t
y

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t
:
Os
t
e
r
m
a
n

a
n
d

C
o
m
p
a
n
y
Re
s
i
n

Ma
n
u
f
a
c
t
u
r
e
r
Re
s
i
n

Ma
n
u
f
a
c
t
u
r
e
r

Va
l
u
e
T es
t

Me
t
h
o
d
Un
i
t
s
Re
s
i
n

Lo
t

N
u
m
b
e
r
SH
O
X

0
0
4
2
3
4
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m
Geocomposite Roll Test Results
Product:TN 300-2-6Project :Gaston County Landfill, NC
Side A 6.61 164 71 171 78 97 70 1.81
Side B 6.66 161 75 173 77 98 70 1.78
Side A 6.40 169 66 179 81 100 70 1.79
Side B 6.29 163 73 180 82 98 70 1.78
Side A 6.42 166 65 175 82 100 70 1.81
Side B 6.30 160 73 180 75 99 70 1.81
Side A 6.38 165 72 178 80 99 70 1.79
Side B 6.49 170 67 172 84 95 70 1.81
Side A 6.70 163 74 176 76 98 70 1.81
Side B 6.49 170 67 172 84 95 70 1.81
Side A 6.47 162 70 170 85 97 70 1.79
Side B 6.59 168 68 173 78 96 70 1.79
Side A 6.49 170 67 172 84 95 70 1.81
Side B 6.38 165 72 178 80 99 70 1.79
Geotextile Certification
WEIGHT
oz/yd2
73611010001
GEOCOMP
ROLL#
73611010180
We hereby certify the following test results for the above referenced product/project :
FABRIC
SIDE
PERM-ITY
sec-1
AOS
us sieve
GRAB
lbs.
(XMD)
GRAB
ELG %
(XMD)
GRAB
lbs.
(MD)
GRAB
ELG %
(MD)
73611010150
73611010030
73611010060
73611010090
PUNCTURE
lbs.
73611010120
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Transmissivity Test Results
Client: Job #:7361
Project:
Product:
Test Configuration:
Normal Load:10,000
Gradient:0.03
Seating Time:100 Hours
Flow Direction:MD
Test Results:
73611010001
73611010035
73611010070
73611010105
73611010140
73611010175 1.28 x 10⁻³
1.03 x 10⁻³
1.25 x 10⁻³
1.12 x 10⁻³
1.1 x 10⁻³
TN 300-2-6
Geocomposite Transmissivity Test
GradientPressure, psf 100 Hours
10,000 0.03
ASTM D 4716
1.14 x 10⁻³
T & K Construction, LLC
Test Information:
Roll No.Transmissivity, m2/sec
Gaston County Landfill, NC
Boundary Conditions:
Sand
Geocomposite
Textured HDPE Geomembrane
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Client: Job #:7361
Project:
Product:
Test Configuration:
Normal Load:20,000
Gradient:0.03
Seating Time:100 Hours
Flow Direction:MD
Test Results:
73611010001
73611010035
73611010070
73611010105
73611010140
73611010175
Transmissivity, m2/sec
6.62 x 10⁻⁴
Geocomposite Transmissivity Test
0.03
100 Hours
Gaston County Landfill, NC
Pressure, psf
6.84 x 10⁻⁴
Gradient
20,000
6.65 x 10⁻⁴
6.78 x 10⁻⁴
6.73 x 10⁻⁴
TN 300-2-6
Boundary Conditions:
ASTM D 4716
6.47 x 10⁻⁴
T & K Construction, LLC
Test Information:
Roll No.
Sand
Geocomposite
Textured HDPE Geomembrane
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
APPENDIX G
Protective Cover Soil Layer
PROTECTIVE COVER SOIL LAYER CERTIFICATION

T&K Construction, LLC, placed the protective cover soil layer. Draper Aden Associates (DAA)
performed the CQC monitoring and testing. CHA performed resident observation and CQA
monitoring; and Shield provided CQA laboratory testing. The general requirements for the
protective cover layer include a minimum 2-foot layer thickness having a minimum permeability
of 1 x 10-4 cm/sec. Based on CQA observations and testing data provided by DAA and Shield,
along with the certified As-Built Drawing of the completed protective cover layer prepared by
Bateman Civil Survey Company, it is CHA’s opinion that the Unit II, Phase 2 – Cells 1 and 2
protective cover layers were constructed in substantial accordance with the approved
Construction Plans and Specifications, and current NCDEQ solid waste rules and regulations.

The services provided for this project were performed with the care and skill ordinarily exercised
by reputable members of the profession practicing under similar conditions at the same time and
in the same or similar locality. No warranty, expressed or implied, is made or intended by
rendition of these consulting services or by furnishing oral or written reports of the findings
made. This Report has been prepared for the exclusive use of the County.

Jack Miller, PE
CQA Manager
CHA Consulting, Inc.
N.C.P.E. No. 14131


Soils Classification and Testing
Hydraulic Conductivity Testing
Confirmatory Testing
Ga
s
t
o
n

C
o
u
n
t
y

L
a
n
d
f
i
l
l
11
6
0
2
3
3
-
0
1
10
0
.
1
2/
9
/
2
0
1
7
3.
9
%
7.
6
17
-
0
1
8
/
P
C
-
1
12
.
7
--
20
.
0
Re
m
o
l
d
e
d
Pr
o
j
e
c
t

N
a
m
e
:
Sa
m
p
l
e

C
o
n
d
i
t
i
o
n
:
Lo
c
a
t
i
o
n
:
Sa
m
p
l
e

I
D
:
In
i
t
i
a
l

D
r
y

D
e
n
s
i
t
y

(
p
c
f
)

:
In
i
t
i
a
l

M
o
i
s
t
u
r
e

C
o
n
t
e
n
t

(
%
)

:
Sa
m
p
l
e

L
e
n
g
t
h

(
c
m
)

:
Da
t
e
:
Pr
o
j ec
t

N
o
:
AS
T
M

D

2
4
3
4
Ri
g
i
d

W
a
l
l

P
e
r
m
e
a
b
i
l
i
t
y

T
e
s
t
Te
s
t

D
a
t
a
:
1.
3
0
E
-
0
3
Sa
m
p
l
e

A
r
e
a

(
c
m
2 )
:
Av
e
r
a
g
e

T
e
m
p
e
r
a
t
u
r
e

(
o C)

:
Hy
d
r
a
u
l
i
c

C
o
n
d
u
c
t
i
v
i
t
y

K

(
c
m
/
s
e
c
)

:
Gaston County Landfill
1160233-01 97.2
2/13/2017 0.9%
7.6
17-018/ PC-2 12.7
--20.0
Remolded
Project Name:
Sample Condition:
Location:
Sample ID:
Initial Dry Density (pcf) :
Initial Moisture Content (%) :
Sample Length (cm) :
Date:
Project No:
ASTM D 2434
Rigid Wall Permeability Test
Test Data:
1.02E-03
Sample Area (cm2) :
Average Temperature (oC) :
Hydraulic Conductivity K (cm/sec) :
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
0.0010.010.1110100
D30
0.0
16 20 30 40
D100 D60
6 810 14
Specimen Identification
Specimen Identification
0.0
Cu

PI Cc
501.5
0.5384.75 0.167
200
Classification
D10
413/4 1/23/8 3
%Gravel
60
fine
HYDROMETERU.S. SIEVE OPENING IN INCHES
0.0 87.2 12.8
%Sand %Silt %Clay
PC-1
100 14032
COBBLES GRAVEL SAND SILT OR CLAY
4
PC-1
LL PL
GRAIN SIZE IN MILLIMETERS
PE
R
C
E
N
T

F
I
N
E
R

B
Y

W
E
I
G
H
T
coarse fine coarse medium
6

GRAIN SIZE DISTRIBUTION
U.S. SIEVE NUMBERS
H:\GEO-ENVIRONMENTAL (0120)\LAB\LAB GINT\2016\1160233-01_GAS CO. LF PHASE 2.GPJPC-12/13/2017 11:13:28 AM
Shield Project No.: 1160233-01
Gaston County Landfill - Phase 2
(CHA Consulting)4301 Taggart Creek RoadCharlotte, NC 28208Telephone: [phone]
Toll Free: 800-395-5220Fax: [phone]
Gastonia, North Carolina
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
0.0010.010.1110100
D30
0.0
16 20 30 40
D100 D60
6 810 14
Specimen Identification
Specimen Identification
0.0
Cu

PI Cc
501.5
0.5044.75 0.148
200
Classification
D10
413/4 1/23/8 3
%Gravel
60
fine
HYDROMETERU.S. SIEVE OPENING IN INCHES
0.0 85.1 14.9
%Sand %Silt %Clay
PC-2
100 14032
COBBLES GRAVEL SAND SILT OR CLAY
4
PC-2
LL PL
GRAIN SIZE IN MILLIMETERS
PE
R
C
E
N
T

F
I
N
E
R

B
Y

W
E
I
G
H
T
coarse fine coarse medium
6

GRAIN SIZE DISTRIBUTION
U.S. SIEVE NUMBERS
H:\GEO-ENVIRONMENTAL (0120)\LAB\LAB GINT\2016\1160233-01_GAS CO. LF PHASE 2.GPJPC-22/13/2017 11:13:28 AM
Shield Project No.: 1160233-01
Gaston County Landfill - Phase 2
(CHA Consulting)4301 Taggart Creek RoadCharlotte, NC 28208Telephone: [phone]
Toll Free: 800-395-5220Fax: [phone]
Gastonia, North Carolina
Protective Cover Soil Layer
As-Built Map

PER CONSTRUCTION PLANS
PROTECTIVE COVER / LEACHATE COLLECTION
AS-BUILT SURVEY
Gaston County Landfill
Unit II - Phase 2
Gaston County, North Carolina
I, STEVEN P. CARSON, CERTIFY THAT THE AS-BUILTS SHOWN ON THISPLAN WERE OBTAINED BY FIELD SURVEYS CONDUCTED UNDER MYSUPERVISION, ON THE DATES LISTED UNDER NOTES. THIS IS NOT ABOUNDARY SURVEY. WITNESS MY HAND AND SEAL THIS ____ DAY OF___________, 2017.__________________________________________________PROFESSIONAL LAND SURVEYOR NC NO. L-4752DATE
BATEMAN CIVIL SURVEY COMPANY
ENGINEERS ● SURVEYORS ● PLANNERS
2524 RELIANCE AVENUE, APEX, NORTH CAROINA
PHONE: [phone] FAX: [phone]
[e-mail]
NCBELS FIRM# C-2378
NOTES1. FIELD WORK FOR SURVEY COMPLETED ON FEBRUARY 22 & 23, & MARCH 01, 2017.2. WETLANDS ARE NOT ADDRESSED BY THIS SURVEY.3. ONLY COPIES OF THIS SURVEY WITH THE LAND SURVEYOR'S ORIGINAL SIGNATURE & AN ORIGINAL EMBOSSED, INK OR SCANNED SEAL ARE THE PRODUCT OF THE LAND SURVEYOR.4. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSE AGREED TO BETWEEN THE CLIENT AND SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT.5. THIS PARCEL MAY BE SUBJECT TO EASEMENTS OR RIGHTS OF OTHERS THAT HAVE NOT BEEN DISCLOSED ON THIS MAP.6. HORIZONTAL AND VERTICAL CONTROL PROVIDED BY HDR ENGINEERING INC. OF THE CAROLINAS.7. REFERENCE PROVIDED PLANS TITLED: "CONSTRUCTION PLANS, UNIT II PHASE 2, MUNICIPAL SOLID WASTE LANDFILL" DATED SEPTEMBER 2016.8. SEE CONFORMANCE TABLE FOR POINT VERIFICATION.
S
U
R
V
E
Y
4

O
F

6
BENCHMARK #1CONCRETE MONUMENTN:602777.20'E:1352937.71'ELV:797.43'
D
E
S
I
G
N
E
D

B
Y
:
D
R
A
W
N

B
Y
:

J
R
D
C
H
E
C
K
E
D

B
Y
:

S
P
C
S
C
A
L
E
:

1
"

=

4
0
'
D
A
T
E
:

0
3
/
0
1
/
2
0
1
7
P
R
O
J
E
C
T

N
U
M
B
E
R
:

1
6
0
6
1
8
1

i
n
c
h

=

f
t
.
(

I
N

F
E
E
T

)
G
R
A
P
H
I
C

S
C
A
L
E
0
2
0
1
6
0
4
0
8
0
4
0
4
0
P
R
O
P
O
S
E
D
L
I
M
I
T
S

O
F

W
A
S
T
E
P
R
O
T
E
C
T
I
V
E

C
O
V
E
R

A
S
-
B
U
I
L
T
C
O
N
T
O
U
R
S
E
X
I
S
T
I
N
G

L
I
N
E
R
(
T
I
E
-
I
N
)
MARCH 1ST
P
R
O
P
O
S
E
D
L
I
M
I
T
S

O
F

W
A
S
T
E
A
N
C
H
O
R

T
R
E
N
C
H
A
S
-
B
U
I
L
T
A
N
C
H
O
R

T
R
E
N
C
H
A
S
-
B
U
I
L
T
C
E
N
T
E
R
L
I
N
E
S
U
B
C
E
L
L

B
E
R
M
C
E
N
T
E
R
L
I
N
E
S
U
B
C
E
L
L

B
E
R
M
C
E
L
L

1
C
E
L
L

2
A
CELL 2B
C
L
E
A
N
O
U
T
C
L
E
A
N
O
U
T
C
L
E
A
N
O
U
T
CLEANOUT CLEANOUT
C
L
E
A
N
O
U
T
L
E
A
C
H
A
T
E
C
O
L
L
E
C
T
I
O
N

P
I
P
E
LEACHATECOLLECTION PIPE
L
E
A
C
H
A
T
E
C
O
L
L
E
C
T
I
O
N

M
A
N
H
O
L
E
R
I
M

E
L
V
:

7
2
4
.
0
5
'
1
2
"

H
D
P
E

I
N
V
.

E
L
V
:

7
1
7
.
5
5
'
L
E
A
C
H
A
T
E
C
O
L
L
E
C
T
I
O
N

P
I
P
E
L
E
A
C
H
A
T
E
C
O
L
L
E
C
T
I
O
N

P
I
P
E
P
R
O
P
O
S
E
D
B
A
S
E

G
R
A
D
E
D
E
V
I
A
T
I
O
N

F
R
O
M
C
L
A
Y

L
I
N
E
R
D
E
V
I
A
T
I
O
N

F
R
O
M
P
R
O
T
E
C
T
I
V
E

C
O
V
E
R
D
E
V
I
A
T
I
O
N

F
R
O
M
P
O
I
N
T
B
A
S
E

G
R
A
D
E
A
S
-
B
U
I
L
T
P
R
O
P
O
S
E
D

B
A
S
E

T
O
A
S
-
B
U
I
L
T
C
L
A
Y

A
S
-
B
U
I
L
T

T
O
A
S
-
B
U
I
L
T
P
R
O
T
E
C
T
I
V
E

C
O
V
E
R
N
U
M
B
E
R
N
O
R
T
H
I
N
G
E
A
S
T
I
N
G
E
L
E
V
A
T
I
O
N
E
L
E
V
A
T
I
O
N
B
A
S
E

A
S
-
B
U
I
L
T
E
L
E
V
A
T
I
O
N
B
A
S
E

A
S
-
B
U
I
L
T
E
L
E
V
A
T
I
O
N
T
O

C
L
A
Y

A
S
B
U
I
L
T
8
5
5
6
0
1
7
2
3
.
3
2
1
3
5
2
2
1
0
.
2
8
N

/

A
7
4
1
.
3
8
N

/

A
7
4
3
.
3
8
2
.
0
0
7
4
5
.
3
9
2
.
0
1
8
5
6
6
0
1
7
1
8
.
2
1
1
3
5
2
2
5
9
.
2
3
N

/

A
7
4
1
.
5
3
N

/

A
7
4
3
.
5
5
2
.
0
2
7
4
5
.
6
2
2
.
0
7
8
5
7
6
0
1
7
1
3
.
0
7
1
3
5
2
3
0
8
.
1
7
N

/

A
7
4
1
.
8
5
N

/

A
7
4
3
.
8
6
2
.
0
1
7
4
5
.
9
1
2
.
0
5
8
5
8
6
0
1
7
0
8
.
7
8
1
3
5
2
3
5
7
.
1
9
N

/

A
7
4
2
.
3
3
N

/

A
7
4
4
.
3
3
2
.
0
0
7
4
6
.
3
4
2
.
0
1
8
5
9
6
0
1
7
0
4
.
6
9
1
3
5
2
4
0
6
.
2
3
N

/

A
7
4
2
.
7
6
N

/

A
7
4
4
.
8
1
2
.
0
5
7
4
6
.
8
1
2
.
0
0
8
6
0
6
0
1
7
0
0
.
5
7
1
3
5
2
4
5
5
.
2
7
N

/

A
7
4
3
.
2
2
N

/

A
7
4
5
.
2
3
2
.
0
1
7
4
7
.
2
4
2
.
0
1
8
6
1
6
0
1
7
1
3
.
8
1
1
3
5
2
5
0
0
.
7
8
N

/

A
7
4
8
.
6
0
N

/

A
7
5
0
.
6
5
2
.
0
5
7
5
2
.
6
7
2
.
0
2
8
6
2
6
0
1
7
2
6
.
4
6
1
3
5
2
5
4
6
.
4
8
N

/

A
7
5
3
.
6
0
N

/

A
7
5
5
.
6
3
2
.
0
3
7
5
7
.
6
4
2
.
0
1
8
6
3
6
0
1
7
2
9
.
0
2
1
3
5
2
6
0
0
.
0
1
N

/

A
7
5
5
.
6
0
N

/

A
7
5
7
.
6
1
2
.
0
1
7
5
9
.
6
5
2
.
0
4
8
6
4
6
0
1
7
3
0
.
2
3
1
3
5
2
6
5
3
.
6
0
N

/

A
7
5
7
.
3
2
N

/

A
7
5
9
.
3
3
2
.
0
1
7
6
1
.
3
3
2
.
0
0
8
6
5
6
0
1
7
2
0
.
6
3
1
3
5
2
7
0
4
.
4
9
N

/

A
7
5
4
.
1
4
N

/

A
7
5
6
.
1
4
2
.
0
0
7
5
8
.
1
4
2
.
0
0
8
6
6
6
0
1
7
1
6
.
2
2
1
3
5
2
7
5
3
.
7
5
N

/

A
7
5
4
.
0
6
N

/

A
7
5
6
.
0
9
2
.
0
3
7
5
8
.
1
1
2
.
0
2
8
6
7
6
0
1
7
1
2
.
9
9
1
3
5
2
8
0
3
.
5
1
N

/

A
7
5
3
.
9
0
N

/

A
7
5
5
.
9
1
2
.
0
1
7
5
7
.
9
9
2
.
0
8
8
6
8
6
0
1
7
1
1
.
4
7
1
3
5
2
8
5
3
.
2
5
N

/

A
7
5
3
.
7
0
N

/

A
7
5
5
.
7
0
2
.
0
0
7
5
7
.
7
2
2
.
0
2
8
6
9
6
0
1
7
1
0
.
6
7
1
3
5
2
8
9
3
.
2
1
N

/

A
7
5
3
.
7
0
N

/

A
7
5
5
.
7
2
2
.
0
2
7
5
7
.
7
2
2
.
0
0
8
7
0
6
0
1
7
1
0
.
1
3
1
3
5
2
9
3
3
.
1
5
N

/

A
7
5
3
.
9
5
N

/

A
7
5
5
.
9
9
2
.
0
4
7
5
8
.
0
4
2
.
0
5
8
7
1
6
0
1
7
0
9
.
8
9
1
3
5
2
9
8
7
.
4
8
N

/

A
7
6
7
.
5
8
N

/

A
7
6
7
.
6
3
N

/

A
7
6
9
.
6
7
2
.
0
4
8
7
2
6
0
1
7
5
3
.
8
2
1
3
5
2
9
8
5
.
0
7
7
6
8
.
9
1
7
6
8
.
9
1
0
.
0
0
7
6
8
.
9
5
N

/

A
7
7
1
.
0
3
2
.
0
8
8
7
3
6
0
2
3
1
5
.
6
4
1
3
5
2
6
1
1
.
9
0
7
3
4
.
5
5
7
3
4
.
5
4
-
0
.
0
1
7
3
6
.
5
8
2
.
0
4
7
3
9
.
7
5
3
.
1
7
8
7
4
6
0
2
2
8
8
.
5
9
1
3
5
2
5
9
3
.
0
7
7
3
3
.
5
0
7
3
3
.
4
8
-
0
.
0
2
7
3
5
.
6
8
2
.
2
0
7
3
8
.
5
3
2
.
8
5
8
7
5
6
0
2
2
4
8
.
2
4
1
3
5
2
5
6
3
.
6
9
7
3
1
.
8
0
7
3
1
.
7
3
-
0
.
0
7
7
3
3
.
9
9
2
.
2
6
7
3
6
.
2
8
2
.
2
9
8
7
6
6
0
2
2
0
8
.
1
3
1
3
5
2
5
3
3
.
9
6
7
3
0
.
1
5
7
3
0
.
1
1
-
0
.
0
4
7
3
2
.
3
7
2
.
2
6
7
3
4
.
8
2
2
.
4
5
8
7
7
6
0
2
1
6
7
.
8
7
1
3
5
2
5
0
4
.
4
5
7
2
8
.
4
7
7
2
8
.
4
1
-
0
.
0
6
7
3
0
.
7
6
2
.
3
6
7
3
3
.
4
8
2
.
7
2
8
7
8
6
0
2
1
2
7
.
7
5
1
3
5
2
4
7
4
.
7
4
7
2
6
.
8
0
7
2
6
.
7
0
-
0
.
1
0
7
2
8
.
8
6
2
.
1
6
7
3
2
.
0
8
3
.
2
2
8
7
9
6
0
2
0
8
8
.
0
1
1
3
5
2
4
4
5
.
7
6
7
2
5
.
1
3
7
2
5
.
1
3
0
.
0
0
7
2
7
.
5
2
2
.
3
9
7
3
0
.
9
7
3
.
4
5
8
8
0
6
0
2
0
4
9
.
4
1
1
3
5
2
4
2
2
.
6
3
7
2
4
.
3
0
7
2
4
.
2
9
-
0
.
0
1
7
2
6
.
4
9
2
.
2
0
7
3
0
.
5
1
4
.
0
2
8
8
1
6
0
2
0
0
1
.
3
7
1
3
5
2
4
0
0
.
1
1
7
2
4
.
0
5
7
2
3
.
9
6
-
0
.
0
9
7
2
6
.
0
3
2
.
0
7
7
2
8
.
6
1
2
.
5
8
8
8
2
6
0
1
9
5
3
.
2
5
1
3
5
2
3
7
7
.
7
7
7
2
3
.
8
3
7
2
3
.
4
9
-
0
.
3
4
7
2
5
.
5
1
2
.
0
2
7
2
9
.
0
5
3
.
5
4
8
8
3
6
0
1
9
2
4
.
4
0
1
3
5
2
3
5
5
.
4
4
7
2
3
.
2
5
7
2
3
.
2
5
0
.
0
0
7
2
5
.
6
3
2
.
3
8
7
2
9
.
1
4
3
.
5
1
8
8
4
6
0
1
9
8
6
.
6
6
1
3
5
2
9
1
3
.
2
0
7
4
7
.
7
9
7
4
7
.
7
9
0
.
0
0
7
5
0
.
0
1
2
.
2
1
7
5
2
.
0
3
2
.
0
2
8
8
8
6
0
2
1
7
1
.
1
8
1
3
5
2
8
7
8
.
8
2
7
4
7
.
2
2
7
4
7
.
2
2
0
.
0
0
7
4
9
.
2
3
2
.
0
1
7
5
3
.
3
2
4
.
0
9
8
8
9
6
0
2
2
2
3
.
0
2
1
3
5
2
8
6
8
.
4
1
7
4
7
.
0
0
7
4
6
.
9
7
-
0
.
0
3
7
4
9
.
1
1
2
.
1
4
7
5
1
.
1
3
2
.
0
2
8
9
0
6
0
2
2
7
4
.
8
4
1
3
5
2
8
5
8
.
7
5
7
4
7
.
0
4
7
4
7
.
0
0
-
0
.
0
4
7
4
9
.
3
1
2
.
3
1
7
5
1
.
3
2
2
.
0
1
8
9
1
6
0
1
9
9
8
.
2
4
1
3
5
2
9
6
6
.
3
2
7
6
5
.
9
2
7
6
5
.
6
8
-
0
.
2
4
7
6
5
.
9
6
N

/

A
7
6
8
.
0
5
2
.
0
9
8
9
2
6
0
2
0
3
8
.
5
6
1
3
5
2
9
5
7
.
5
3
7
6
5
.
3
3
7
6
5
.
2
6
-
0
.
0
7
7
6
5
.
3
6
N

/

A
7
6
7
.
3
6
2
.
0
0
8
9
3
6
0
2
0
7
8
.
6
0
1
3
5
2
9
4
8
.
8
0
7
6
4
.
7
7
7
6
4
.
7
7
0
.
0
0
7
6
4
.
8
8
N

/

A
7
6
6
.
8
9
2
.
0
1
8
9
4
6
0
2
1
3
0
.
0
7
1
3
5
2
9
3
7
.
5
9
7
6
4
.
1
2
7
6
4
.
0
3
-
0
.
0
9
7
6
4
.
2
6
N

/

A
7
6
6
.
2
9
2
.
0
3
8
9
5
6
0
2
1
8
1
.
5
4
1
3
5
2
9
2
6
.
3
7
7
6
3
.
4
4
7
6
3
.
2
8
-
0
.
1
6
7
6
3
.
5
6
N

/

A
7
6
5
.
5
8
2
.
0
2
8
9
6
6
0
2
2
3
3
.
0
2
1
3
5
2
9
1
5
.
1
5
7
6
2
.
9
4
7
6
2
.
8
1
-
0
.
1
3
7
6
2
.
9
4
N

/

A
7
6
4
.
9
6
2
.
0
2
8
9
7
6
0
2
2
8
4
.
4
9
1
3
5
2
9
0
3
.
9
3
7
6
2
.
4
4
7
6
2
.
2
8
-
0
.
1
6
7
6
2
.
4
7
N

/

A
7
6
4
.
4
9
2
.
0
2
8
9
8
6
0
1
9
2
6
.
6
1
1
3
5
2
2
7
6
.
8
0
7
3
5
.
3
0
7
3
4
.
0
5
-
1
.
2
5
7
3
5
.
5
2
N

/

A
7
3
7
.
5
3
2
.
0
1
8
9
9
6
0
1
9
2
8
.
1
3
1
3
5
2
2
4
0
.
4
1
7
3
6
.
2
8
7
3
6
.
1
9
-
0
.
0
9
7
3
8
.
1
9
2
.
0
0
7
4
0
.
2
1
2
.
0
2
9
0
0
6
0
1
8
0
0
.
1
9
1
3
5
2
2
7
0
.
5
1
7
3
3
.
1
6
7
3
3
.
1
6
0
.
0
0
7
3
5
.
1
8
2
.
0
2
7
3
7
.
1
9
2
.
0
1
9
0
1
6
0
1
7
6
7
.
9
3
1
3
5
2
2
6
1
.
6
5
7
3
4
.
7
5
7
3
4
.
7
5
0
.
0
0
7
3
6
.
7
5
2
.
0
0
7
3
8
.
7
9
2
.
0
4
9
0
2
6
0
1
8
5
9
.
2
2
1
3
5
2
2
7
2
.
9
8
7
3
2
.
5
0
7
3
2
.
4
4
-
0
.
0
6
7
3
4
.
5
2
2
.
0
8
7
3
6
.
5
4
2
.
0
2
9
0
3
6
0
1
9
1
8
.
2
2
1
3
5
2
2
7
6
.
3
9
7
3
2
.
5
0
7
3
2
.
4
8
-
0
.
0
2
7
3
5
.
2
3
2
.
7
5
7
3
7
.
2
4
2
.
0
1
9
0
4
6
0
1
7
6
9
.
4
2
1
3
5
2
2
2
0
.
3
6
7
3
7
.
4
0
7
3
7
.
4
0
0
.
0
0
7
3
9
.
4
6
2
.
0
6
7
4
1
.
4
7
2
.
0
1
9
0
5
6
0
1
8
2
6
.
7
7
1
3
5
2
2
3
6
.
4
9
7
3
5
.
8
3
7
3
5
.
8
3
0
.
0
0
7
3
8
.
0
1
2
.
1
8
7
4
0
.
0
1
2
.
0
0
9
0
6
6
0
1
7
6
9
.
5
5
1
3
5
2
3
0
5
.
5
7
7
3
1
.
8
6
7
3
1
.
8
6
0
.
0
0
7
3
3
.
8
8
2
.
0
2
7
3
5
.
8
9
2
.
0
1
9
0
7
6
0
1
7
4
6
.
4
0
1
3
5
2
2
1
4
.
3
4
7
3
9
.
3
1
7
3
9
.
3
1
0
.
0
0
7
4
1
.
3
3
2
.
0
2
7
4
3
.
3
5
2
.
0
2
9
0
8
6
0
1
8
6
2
.
9
0
1
3
5
2
2
9
3
.
1
5
7
2
9
.
0
0
7
2
8
.
9
4
-
0
.
0
6
7
3
2
.
6
9
3
.
7
5
7
3
4
.
7
1
2
.
0
2
9
0
9
6
0
1
9
3
8
.
8
4
1
3
5
2
9
1
7
.
2
2
7
4
8
.
6
9
7
4
8
.
6
9
0
.
0
0
7
5
0
.
7
4
2
.
0
5
7
5
2
.
7
4
2
.
0
0
9
2
9
6
0
2
1
1
8
.
0
9
1
3
5
2
8
8
1
.
5
9
7
4
7
.
2
1
7
4
7
.
1
9
-
0
.
0
2
7
4
9
.
2
6
2
.
0
6
7
5
1
.
2
5
2
.
0
0
9
3
0
6
0
2
0
6
6
.
8
2
1
3
5
2
8
9
4
.
1
9
7
4
7
.
4
1
7
4
7
.
4
1
0
.
0
0
7
4
9
.
4
9
2
.
0
9
7
5
1
.
5
2
2
.
0
3
9
3
1
6
0
2
0
2
6
.
8
8
1
3
5
2
9
0
3
.
6
7
7
4
7
.
5
9
7
4
7
.
5
5
-
0
.
0
4
7
4
9
.
7
8
2
.
2
2
7
5
1
.
8
1
2
.
0
3
9
3
3
6
0
1
7
6
2
.
0
3
1
3
5
2
9
1
8
.
9
7
7
5
0
.
6
0
7
5
0
.
6
0
0
.
0
0
7
5
2
.
6
0
2
.
0
1
7
5
4
.
6
0
2
.
0
0
9
3
4
6
0
1
7
2
7
.
6
3
1
3
5
2
9
1
8
.
3
7
7
5
0
.
1
8
7
5
0
.
1
8
0
.
0
0
7
5
2
.
3
8
2
.
2
0
7
5
4
.
3
8
2
.
0
0
9
3
5
6
0
1
7
2
9
.
5
1
1
3
5
2
8
9
4
.
4
5
7
4
9
.
5
3
7
4
9
.
5
3
0
.
0
0
7
5
1
.
8
4
2
.
3
1
7
5
3
.
8
5
2
.
0
1
9
3
6
6
0
1
7
3
4
.
8
9
1
3
5
2
8
4
2
.
7
6
7
4
8
.
1
0
7
4
8
.
1
0
0
.
0
0
7
5
0
.
3
8
2
.
2
8
7
5
2
.
3
9
2
.
0
1
9
3
7
6
0
1
7
4
0
.
2
8
1
3
5
2
7
9
1
.
3
3
7
4
6
.
8
7
7
4
6
.
8
7
0
.
0
0
7
4
8
.
9
9
2
.
1
2
7
5
1
.
0
2
2
.
0
3
9
3
8
6
0
1
7
4
7
.
0
5
1
3
5
2
7
4
0
.
9
0
7
4
5
.
7
0
7
4
5
.
7
0
0
.
0
0
7
4
7
.
7
4
2
.
0
4
7
4
9
.
7
5
2
.
0
1
9
3
9
6
0
1
7
8
0
.
3
2
1
3
5
2
7
5
3
.
7
4
7
4
5
.
0
0
7
4
4
.
9
6
-
0
.
0
4
7
4
6
.
9
6
2
.
0
0
7
4
8
.
9
7
2
.
0
1
9
4
0
6
0
1
7
8
8
.
6
8
1
3
5
2
8
1
0
.
0
8
7
4
6
.
0
0
7
4
5
.
9
9
-
0
.
0
1
7
4
8
.
0
2
2
.
0
3
7
5
0
.
0
4
2
.
0
2
9
4
1
6
0
1
7
6
9
.
7
5
1
3
5
2
8
5
6
.
3
9
7
4
7
.
0
0
7
4
6
.
9
9
-
0
.
0
1
7
4
9
.
2
1
2
.
2
2
7
5
1
.
2
2
2
.
0
1
9
4
2
6
0
1
8
0
7
.
3
0
1
3
5
2
8
7
0
.
1
8
7
4
7
.
0
0
7
4
6
.
9
8
-
0
.
0
2
7
4
9
.
2
4
2
.
2
6
7
5
1
.
2
4
2
.
0
0
N

/

A
P
O
I
N
T

F
A
L
L
S

O
U
T
S
I
D
E

P
R
O
P
O
S
E
D

L
I
M
I
T
S

O
F

W
A
S
T
E
.
PARTIAL CONFORMANCE TABLE
Gaston County Landfill
Unit II - Phase 2
Gaston County, North Carolina
BATEMAN CIVIL SURVEY COMPANY
ENGINEERS ● SURVEYORS ● PLANNERS
2524 RELIANCE AVENUE, APEX, NORTH CAROINA
PHONE: [phone] FAX: [phone]
[e-mail]
NCBELS FIRM# C-2378
S
U
R
V
E
Y
6

O
F

6
D
E
S
I
G
N
E
D

B
Y
:
D
R
A
W
N

B
Y
:

J
R
D
C
H
E
C
K
E
D

B
Y
:

S
P
C
S
C
A
L
E
:

N

/

A
D
A
T
E
:

0
3
/
0
1
/
2
0
1
7
P
R
O
J
E
C
T

N
U
M
B
E
R
:

1
6
0
6
1
8
PROPOSEDBASE GRADEDEVIATION FROMCLAY LINERDEVIATION FROMPROTECTIVE COVERDEVIATION FROMPOINTBASE GRADEAS-BUILTPROPOSED BASE TOAS-BUILTCLAY AS-BUILT TOAS-BUILTPROTECTIVE COVERNUMBERNORTHINGEASTINGELEVATIONELEVATIONBASE AS-BUILTELEVATIONBASE AS-BUILTELEVATIONTO CLAY ASBUILT518602376.511352593.87739.59739.590.00739.60N / A743.764.16519602418.681352585.85740.79740.77-0.02740.83N / A742.872.04520602461.091352577.38742.08742.080.00742.09N / A744.112.02521602503.511352568.91743.38743.35-0.03743.45N / A745.472.02522602546.301352560.37744.69744.36-0.33744.82N / A746.822.00523602589.081352551.83746.00745.78-0.22746.02N / A748.052.02524602631.881352543.28747.31747.03-0.28747.33N / A749.352.02525602674.681352534.73748.62748.60-0.02748.68N / A750.682.00526602728.281352566.19751.44751.40-0.04751.46N / A753.512.05527602735.301352621.88753.24753.21-0.03753.28N / A755.322.04528602739.401352654.45754.30754.26-0.04754.41N / A756.442.03529602744.531352695.13755.62755.60-0.02755.79N / A757.842.05530602694.771352724.90758.00757.99-0.01758.07N / A760.072.00531602661.371352740.85758.37758.22-0.15758.39N / A760.412.02532602608.611352766.05758.95758.87-0.08759.17N / A761.192.02533602552.971352792.62759.57759.40-0.17759.61N / A761.642.03534602497.521352819.11760.18760.180.00760.43N / A762.482.05535602459.121352837.45760.61760.53-0.08760.83N / A762.892.06536602404.061352863.74761.22761.17-0.05761.23N / A763.262.02537602349.651352889.73761.82761.77-0.05762.02N / A764.032.01545601940.601352978.88766.92766.90-0.02766.99N / A768.992.00546601892.791352980.31767.68767.60-0.08767.75N / A769.772.02547601845.021352981.74768.44768.41-0.03768.54N / A770.552.01548601798.351352983.14769.18769.06-0.12769.20N / A771.202.00580601771.171352349.50730.00729.99-0.01732.162.18734.162.00581601771.291352390.19730.00730.000.00732.182.18734.192.01582601771.411352430.89730.00730.000.00732.302.30734.302.00583601766.261352460.17731.76731.75-0.01733.992.24736.022.03584601777.231352511.38734.41734.33-0.08736.542.21738.542.00585601788.201352562.59737.07737.06-0.02739.312.25741.302.00586601784.761352605.08739.53739.48-0.05741.792.31743.812.02587601781.311352647.58742.00741.68-0.32743.862.17745.862.01588601780.241352700.45744.00743.88-0.12745.912.03747.952.04593601796.441352919.58750.55750.550.00752.562.01754.632.07594601843.181352920.40749.94749.940.00751.952.01753.992.04595601891.021352921.25749.59749.590.00751.662.07753.672.01604602330.281352849.17746.85746.84-0.01749.032.19751.042.01605602384.701352823.19746.25746.17-0.08748.212.04750.242.03606602407.181352812.46746.00745.83-0.17747.842.01749.872.03607602438.871352795.06745.08744.92-0.16746.932.01748.992.06608602476.241352774.54744.00743.85-0.15745.862.01747.882.02609602530.441352745.45742.15742.150.00744.352.20746.402.05610602584.941352716.49740.65740.62-0.03742.682.06744.692.01611602636.621352689.04739.24739.15-0.09741.152.00743.172.02612602667.111352672.84738.40738.37-0.03740.392.02743.022.64613602689.991352660.68737.77737.71-0.06739.912.20743.103.18614602683.741352628.38736.00735.98-0.02738.132.15740.912.78615602638.701352577.43735.75735.750.00737.762.01741.353.59616602595.281352582.84735.50735.49-0.01737.602.11739.672.07617602551.871352588.26735.25735.21-0.04737.302.09739.522.22618602508.451352593.67735.00734.98-0.02737.022.04739.712.69619602465.271352598.31735.00734.91-0.09737.012.10739.332.32620602422.091352602.94735.00734.95-0.05737.102.15739.472.37621602378.911352607.58735.00734.93-0.07737.102.17740.203.10622602335.781352612.21735.00734.91-0.09737.072.16740.563.49637601899.621352321.19725.83725.830.00729.413.58731.412.00638601894.161352371.18724.62724.61-0.01726.702.09728.712.01639601837.881352361.26728.00727.97-0.03730.022.05732.082.06640601838.041352416.38728.00727.95-0.05730.342.39732.352.01641601889.451352415.79727.00726.97-0.03729.042.07731.042.00642601938.151352433.67727.00726.90-0.10728.952.05730.952.00643601986.851352451.55727.00726.88-0.12728.912.03730.942.03644602035.571352469.43727.00726.91-0.09728.972.06730.982.01645602053.331352475.93727.00726.96-0.04729.162.19731.232.08646602094.331352477.37727.00726.94-0.06728.962.02730.962.00647602108.311352501.95728.44728.39-0.05730.422.03732.422.00648602153.721352524.25729.67729.61-0.06731.642.03733.692.05649602199.141352546.55730.91730.84-0.07732.902.06734.922.02650602284.471352598.85733.84733.79-0.05736.072.29738.072.00651602233.551352584.25733.07733.00-0.07735.142.14737.172.03652602182.641352569.64732.31732.25-0.06734.382.13736.392.01653602131.721352555.04731.54731.48-0.06733.572.09735.582.01654602080.811352540.44730.77730.75-0.01732.762.00734.802.05655602029.871352525.83730.00729.87-0.13732.042.17734.082.04656602016.651352520.97730.00729.92-0.08732.052.13734.072.02657601967.931352503.08730.00729.90-0.10731.932.03733.952.02658601919.231352485.19730.00730.000.00732.092.10734.092.00659601870.541352467.30730.00729.94-0.06731.962.02733.972.01660601825.421352450.73730.00730.000.00732.052.04734.082.03661601808.191352497.65733.00732.97-0.03734.992.02737.042.05662601853.311352514.23733.00732.90-0.10734.962.06736.962.01663601902.001352532.11733.00732.96-0.04735.012.05737.022.02664601950.701352550.00733.00732.98-0.02735.032.05737.042.01665601999.421352567.90733.00732.96-0.04735.012.05737.042.03666602019.401352592.98734.00733.91-0.09736.212.30738.212.00667602038.191352610.27735.00734.98-0.02737.062.08739.092.03668602078.171352611.57735.00734.95-0.05737.052.10739.112.06669602129.571352613.23735.00734.90-0.10737.042.13739.072.04670602180.961352614.90735.00734.92-0.08737.052.13739.412.36671602232.351352616.56735.00734.96-0.04737.142.18741.714.57672602283.751352618.23735.00734.93-0.07737.052.12739.592.54673602338.771352619.98735.00734.99-0.01737.092.10739.112.02674602379.231352618.82735.00734.96-0.04737.022.06739.022.00675602422.511352617.57735.00734.97-0.03736.982.01739.072.09676602465.791352616.33735.00734.98-0.02737.002.01739.052.06677602509.071352615.09735.00734.97-0.03737.002.03739.042.04678602552.741352618.41735.25735.21-0.04737.412.20739.412.00
P
R
O
P
O
S
E
D
B
A
S
E

G
R
A
D
E
D
E
V
I
A
T
I
O
N

F
R
O
M
C
L
A
Y

L
I
N
E
R
D
E
V
I
A
T
I
O
N

F
R
O
M
P
R
O
T
E
C
T
I
V
E

C
O
V
E
R
D
E
V
I
A
T
I
O
N

F
R
O
M
P
O
I
N
T
B
A
S
E

G
R
A
D
E
A
S
-
B
U
I
L
T
P
R
O
P
O
S
E
D

B
A
S
E

T
O
A
S
-
B
U
I
L
T
C
L
A
Y

A
S
-
B
U
I
L
T

T
O
A
S
-
B
U
I
L
T
P
R
O
T
E
C
T
I
V
E

C
O
V
E
R
N
U
M
B
E
R
N
O
R
T
H
I
N
G
E
A
S
T
I
N
G
E
L
E
V
A
T
I
O
N
E
L
E
V
A
T
I
O
N
B
A
S
E

A
S
-
B
U
I
L
T
E
L
E
V
A
T
I
O
N
B
A
S
E

A
S
-
B
U
I
L
T
E
L
E
V
A
T
I
O
N
T
O

C
L
A
Y

A
S
B
U
I
L
T
6
7
9
6
0
2
5
9
6
.
4
1
1
3
5
2
6
2
1
.
7
3
7
3
5
.
5
0
7
3
5
.
4
8
-
0
.
0
2
7
3
7
.
7
3
2
.
2
5
7
3
9
.
7
5
2
.
0
2
6
8
0
6
0
2
6
4
0
.
9
7
1
3
5
2
6
5
5
.
6
6
7
3
7
.
4
2
7
3
7
.
4
1
-
0
.
0
1
7
3
9
.
4
2
2
.
0
1
7
4
1
.
4
7
2
.
0
5
6
8
1
6
0
2
5
9
7
.
6
7
1
3
5
2
6
6
5
.
4
0
7
3
7
.
8
8
7
3
7
.
8
2
-
0
.
0
6
7
4
0
.
0
0
2
.
1
8
7
4
2
.
0
6
2
.
0
6
6
8
2
6
0
2
5
5
4
.
3
7
1
3
5
2
6
7
5
.
1
4
7
3
8
.
3
5
7
3
8
.
3
3
-
0
.
0
2
7
4
0
.
3
6
2
.
0
3
7
4
2
.
3
9
2
.
0
3
6
8
3
6
0
2
5
1
0
.
2
0
1
3
5
2
6
5
4
.
6
2
7
3
7
.
1
6
7
3
7
.
0
4
-
0
.
1
2
7
3
9
.
0
9
2
.
0
5
7
4
1
.
0
9
2
.
0
0
6
8
4
6
0
2
5
1
1
.
3
4
1
3
5
2
6
9
4
.
1
6
7
3
9
.
3
2
7
3
9
.
3
0
-
0
.
0
2
7
4
1
.
3
1
2
.
0
1
7
4
3
.
3
2
2
.
0
1
6
8
5
6
0
2
5
1
2
.
4
7
1
3
5
2
7
3
3
.
6
9
7
4
1
.
4
8
7
4
1
.
3
9
-
0
.
0
9
7
4
3
.
4
0
2
.
0
1
7
4
5
.
4
3
2
.
0
3
6
8
6
6
0
2
4
6
8
.
3
3
1
3
5
2
7
0
4
.
7
9
7
3
9
.
8
3
7
3
9
.
8
0
-
0
.
0
3
7
4
1
.
9
4
2
.
1
4
7
4
3
.
9
4
2
.
0
0
6
8
7
6
0
2
4
2
4
.
2
8
1
3
5
2
6
7
5
.
9
6
7
3
8
.
1
9
7
3
8
.
0
7
-
0
.
1
2
7
4
0
.
3
3
2
.
2
6
7
4
2
.
3
3
2
.
0
1
6
8
8
6
0
2
3
8
0
.
0
4
1
3
5
2
6
4
7
.
0
0
7
3
6
.
5
4
7
3
6
.
3
8
-
0
.
1
6
7
3
8
.
5
5
2
.
1
7
7
4
0
.
6
1
2
.
0
6
6
8
9
6
0
2
3
9
0
.
3
1
1
3
5
2
6
7
1
.
7
0
7
3
8
.
0
0
7
3
7
.
9
9
-
0
.
0
1
7
4
0
.
0
3
2
.
0
4
7
4
2
.
0
6
2
.
0
3
6
9
0
6
0
2
3
3
6
.
9
2
1
3
5
2
6
6
9
.
9
6
7
3
8
.
0
0
7
3
8
.
0
0
0
.
0
0
7
4
0
.
0
5
2
.
0
5
7
4
2
.
0
5
2
.
0
0
6
9
1
6
0
2
2
8
1
.
9
0
1
3
5
2
6
6
8
.
1
8
7
3
8
.
0
0
7
3
7
.
9
7
-
0
.
0
3
7
4
0
.
0
2
2
.
0
5
7
4
2
.
0
2
2
.
0
0
6
9
2
6
0
2
2
3
0
.
5
0
1
3
5
2
6
6
6
.
5
3
7
3
8
.
0
0
7
3
7
.
9
5
-
0
.
0
5
7
3
9
.
9
9
2
.
0
4
7
4
2
.
0
2
2
.
0
3
6
9
3
6
0
2
1
7
9
.
1
1
1
3
5
2
6
6
4
.
8
6
7
3
8
.
0
0
7
3
7
.
9
1
-
0
.
0
9
7
3
9
.
9
9
2
.
0
8
7
4
2
.
0
0
2
.
0
1
6
9
4
6
0
2
1
2
7
.
7
1
1
3
5
2
6
6
3
.
1
9
7
3
8
.
0
0
7
3
7
.
9
0
-
0
.
1
0
7
3
9
.
9
3
2
.
0
3
7
4
1
.
9
6
2
.
0
3
6
9
5
6
0
2
0
7
6
.
3
2
1
3
5
2
6
6
1
.
5
3
7
3
8
.
0
0
7
3
7
.
9
3
-
0
.
0
7
7
3
9
.
9
6
2
.
0
3
7
4
1
.
9
6
2
.
0
0
6
9
6
6
0
2
0
3
6
.
3
4
1
3
5
2
6
6
0
.
2
3
7
3
8
.
0
0
7
3
7
.
9
5
-
0
.
0
5
7
4
0
.
0
0
2
.
0
5
7
4
2
.
0
3
2
.
0
3
6
9
7
6
0
2
0
0
6
.
5
0
1
3
5
2
6
5
9
.
2
7
7
3
8
.
0
0
7
3
7
.
9
4
-
0
.
0
6
7
4
0
.
1
4
2
.
2
0
7
4
2
.
2
1
2
.
0
7
6
9
8
6
0
1
9
6
4
.
9
5
1
3
5
2
6
6
1
.
7
7
7
3
9
.
0
0
7
3
8
.
9
1
-
0
.
0
9
7
4
0
.
9
3
2
.
0
2
7
4
2
.
9
4
2
.
0
1
6
9
9
6
0
1
9
8
2
.
1
9
1
3
5
2
6
1
4
.
8
3
7
3
6
.
0
0
7
3
5
.
9
6
-
0
.
0
4
7
3
7
.
9
9
2
.
0
3
7
4
0
.
0
3
2
.
0
3
7
0
0
6
0
1
9
3
3
.
4
7
1
3
5
2
5
9
6
.
9
4
7
3
6
.
0
0
7
3
5
.
9
2
-
0
.
0
8
7
3
8
.
1
3
2
.
2
1
7
4
0
.
1
5
2
.
0
2
7
0
1
6
0
1
9
1
6
.
2
3
1
3
5
2
6
4
3
.
8
7
7
3
9
.
0
0
7
3
8
.
9
7
-
0
.
0
3
7
4
1
.
0
2
2
.
0
5
7
4
4
.
9
8
3
.
9
6
7
0
2
6
0
1
8
6
7
.
5
4
1
3
5
2
6
2
5
.
9
9
7
3
9
.
0
0
7
3
8
.
9
6
-
0
.
0
4
7
4
0
.
9
6
2
.
0
0
7
4
2
.
9
7
2
.
0
1
7
0
3
6
0
1
8
8
4
.
7
7
1
3
5
2
5
7
9
.
0
5
7
3
6
.
0
0
7
3
5
.
9
8
-
0
.
0
2
7
3
8
.
0
3
2
.
0
5
7
4
0
.
0
5
2
.
0
2
7
0
4
6
0
1
8
3
6
.
0
8
1
3
5
2
5
6
1
.
1
6
7
3
6
.
0
0
7
3
5
.
9
5
-
0
.
0
5
7
3
8
.
1
0
2
.
1
5
7
4
0
.
1
3
2
.
0
3
7
0
5
6
0
1
8
1
8
.
8
5
1
3
5
2
6
0
8
.
1
0
7
3
9
.
0
0
7
3
8
.
9
1
-
0
.
0
9
7
4
1
.
0
3
2
.
1
2
7
4
3
.
0
6
2
.
0
3
7
0
6
6
0
1
8
0
1
.
6
1
1
3
5
2
6
5
5
.
0
4
7
4
2
.
0
0
7
4
1
.
9
4
-
0
.
0
6
7
4
3
.
9
6
2
.
0
2
7
4
6
.
0
3
2
.
0
7
7
0
7
6
0
1
8
5
0
.
3
0
1
3
5
2
6
7
2
.
9
2
7
4
2
.
0
0
7
4
1
.
9
5
-
0
.
0
5
7
4
4
.
0
2
2
.
0
7
7
4
6
.
0
2
2
.
0
0
7
0
8
6
0
1
8
9
9
.
0
0
1
3
5
2
6
9
0
.
8
1
7
4
2
.
0
0
7
4
1
.
9
2
-
0
.
0
8
7
4
3
.
9
6
2
.
0
4
7
4
6
.
0
1
2
.
0
5
7
0
9
6
0
1
9
4
7
.
7
2
1
3
5
2
7
0
8
.
7
0
7
4
2
.
0
0
7
4
1
.
9
4
-
0
.
0
6
7
4
3
.
9
5
2
.
0
1
7
4
5
.
9
6
2
.
0
1
7
1
0
6
0
1
9
9
3
.
6
1
1
3
5
2
7
2
5
.
5
6
7
4
2
.
0
0
7
4
1
.
9
6
-
0
.
0
4
7
4
4
.
1
1
2
.
1
5
7
4
6
.
1
1
2
.
0
0
7
1
1
6
0
2
0
3
4
.
4
9
1
3
5
2
7
1
0
.
2
0
7
4
1
.
0
0
7
4
0
.
9
8
-
0
.
0
2
7
4
3
.
2
0
2
.
2
2
7
4
5
.
2
2
2
.
0
2
7
1
2
6
0
2
0
7
4
.
4
7
1
3
5
2
7
1
1
.
5
0
7
4
1
.
0
0
7
4
0
.
9
6
-
0
.
0
4
7
4
3
.
1
1
2
.
1
5
7
4
5
.
1
3
2
.
0
2
7
1
3
6
0
2
1
2
5
.
8
6
1
3
5
2
7
1
3
.
1
6
7
4
1
.
0
0
7
4
0
.
9
7
-
0
.
0
3
7
4
2
.
9
9
2
.
0
2
7
4
5
.
0
2
2
.
0
3
7
1
4
6
0
2
1
7
7
.
2
6
1
3
5
2
7
1
4
.
8
3
7
4
1
.
0
0
7
4
0
.
9
5
-
0
.
0
5
7
4
3
.
1
3
2
.
1
8
7
4
5
.
1
6
2
.
0
3
7
1
5
6
0
2
2
2
8
.
6
5
1
3
5
2
7
1
6
.
4
9
7
4
1
.
0
0
7
4
0
.
9
7
-
0
.
0
3
7
4
3
.
0
3
2
.
0
6
7
4
5
.
0
5
2
.
0
2
7
1
6
6
0
2
2
8
0
.
0
4
1
3
5
2
7
1
8
.
1
6
7
4
1
.
0
0
7
4
0
.
9
9
-
0
.
0
1
7
4
3
.
0
3
2
.
0
4
7
4
5
.
0
6
2
.
0
3
7
1
7
6
0
2
3
3
5
.
0
7
1
3
5
2
7
1
9
.
9
4
7
4
1
.
0
0
7
4
0
.
9
6
-
0
.
0
4
7
4
3
.
0
2
2
.
0
6
7
4
5
.
0
9
2
.
0
7
7
1
8
6
0
2
3
8
8
.
4
6
1
3
5
2
7
2
1
.
6
7
7
4
1
.
0
0
7
4
0
.
9
8
-
0
.
0
2
7
4
3
.
2
0
2
.
2
2
7
4
5
.
2
3
2
.
0
3
7
1
9
6
0
2
4
4
1
.
5
3
1
3
5
2
7
2
3
.
3
9
7
4
1
.
0
0
7
4
1
.
0
0
0
.
0
0
7
4
3
.
1
4
2
.
1
4
7
4
5
.
1
4
2
.
0
0
7
2
0
6
0
2
4
8
5
.
6
3
1
3
5
2
7
4
3
.
7
9
7
4
2
.
1
4
7
4
2
.
1
3
-
0
.
0
1
7
4
4
.
1
4
2
.
0
1
7
4
6
.
1
4
2
.
0
0
7
2
1
6
0
2
4
3
9
.
6
7
1
3
5
2
7
7
3
.
3
6
7
4
4
.
0
0
7
4
3
.
8
7
-
0
.
1
3
7
4
5
.
8
7
2
.
0
0
7
4
7
.
9
0
2
.
0
2
7
2
2
6
0
2
3
8
6
.
6
1
1
3
5
2
7
7
1
.
6
4
7
4
4
.
0
0
7
4
3
.
9
8
-
0
.
0
2
7
4
6
.
0
3
2
.
0
5
7
4
8
.
0
8
2
.
0
5
7
2
3
6
0
2
3
3
3
.
2
2
1
3
5
2
7
6
9
.
9
1
7
4
4
.
0
0
7
4
3
.
8
9
-
0
.
1
1
7
4
5
.
9
5
2
.
0
6
7
4
7
.
9
6
2
.
0
1
7
2
4
6
0
2
2
7
8
.
1
9
1
3
5
2
7
6
8
.
1
2
7
4
4
.
0
0
7
4
3
.
9
1
-
0
.
0
9
7
4
5
.
9
3
2
.
0
1
7
4
7
.
9
6
2
.
0
4
7
2
5
6
0
2
2
2
6
.
8
0
1
3
5
2
7
6
6
.
4
6
7
4
4
.
0
0
7
4
3
.
9
5
-
0
.
0
5
7
4
6
.
0
9
2
.
1
4
7
4
8
.
0
9
2
.
0
0
7
2
6
6
0
2
1
7
5
.
4
1
1
3
5
2
7
6
4
.
7
9
7
4
4
.
0
0
7
4
3
.
8
6
-
0
.
1
4
7
4
6
.
0
8
2
.
2
2
7
4
8
.
0
8
2
.
0
0
7
2
7
6
0
2
1
2
4
.
0
1
1
3
5
2
7
6
3
.
1
3
7
4
4
.
0
0
7
4
3
.
9
1
-
0
.
0
9
7
4
5
.
9
4
2
.
0
3
7
4
8
.
0
1
2
.
0
7
7
2
8
6
0
2
0
7
2
.
6
2
1
3
5
2
7
6
1
.
4
7
7
4
4
.
0
0
7
4
3
.
9
8
-
0
.
0
2
7
4
6
.
0
3
2
.
0
5
7
4
8
.
0
6
2
.
0
3
7
2
9
6
0
2
0
3
2
.
6
4
1
3
5
2
7
6
0
.
1
7
7
4
4
.
0
0
7
4
3
.
9
5
-
0
.
0
5
7
4
5
.
9
7
2
.
0
2
7
4
8
.
0
6
2
.
0
9
7
3
0
6
0
1
9
9
2
.
3
8
1
3
5
2
7
5
8
.
8
7
7
4
4
.
0
0
7
4
3
.
9
9
-
0
.
0
1
7
4
6
.
0
4
2
.
0
5
7
4
8
.
0
5
2
.
0
1
7
3
1
6
0
1
9
3
4
.
1
6
1
3
5
2
7
5
6
.
9
8
7
4
4
.
0
0
7
4
3
.
9
7
-
0
.
0
3
7
4
6
.
0
6
2
.
0
9
7
4
8
.
0
7
2
.
0
1
7
3
2
6
0
1
8
8
1
.
7
7
1
3
5
2
7
3
7
.
7
4
7
4
4
.
0
0
7
4
3
.
9
2
-
0
.
0
8
7
4
5
.
9
6
2
.
0
4
7
4
8
.
0
1
2
.
0
5
7
3
3
6
0
1
8
3
3
.
0
7
1
3
5
2
7
1
9
.
8
5
7
4
4
.
0
0
7
4
3
.
8
4
-
0
.
1
6
7
4
5
.
9
2
2
.
0
8
7
4
7
.
9
7
2
.
0
5
7
3
4
6
0
1
8
1
5
.
8
4
1
3
5
2
7
6
6
.
7
9
7
4
5
.
0
0
7
4
4
.
9
3
-
0
.
0
8
7
4
6
.
9
3
2
.
0
1
7
4
8
.
9
6
2
.
0
3
7
3
5
6
0
1
8
6
4
.
5
4
1
3
5
2
7
8
4
.
6
8
7
4
5
.
0
0
7
4
4
.
9
2
-
0
.
0
8
7
4
6
.
9
6
2
.
0
4
7
4
8
.
9
6
2
.
0
1
7
3
6
6
0
1
8
8
7
.
1
8
1
3
5
2
7
9
2
.
9
9
7
4
5
.
0
0
7
4
4
.
9
6
-
0
.
0
4
7
4
7
.
1
9
2
.
2
3
7
4
9
.
2
1
2
.
0
2
7
3
7
6
0
1
8
4
0
.
5
5
1
3
5
2
8
2
8
.
7
3
7
4
6
.
0
0
7
4
5
.
9
9
-
0
.
0
1
7
4
8
.
0
2
2
.
0
3
7
5
0
.
0
3
2
.
0
0
7
3
8
6
0
1
8
8
8
.
3
3
1
3
5
2
8
2
7
.
3
6
7
4
6
.
0
0
7
4
5
.
9
9
-
0
.
0
1
7
4
8
.
0
0
2
.
0
1
7
5
0
.
0
1
2
.
0
1
7
3
9
6
0
1
9
3
6
.
1
4
1
3
5
2
8
2
5
.
9
9
7
4
6
.
0
0
7
4
5
.
9
0
-
0
.
1
0
7
4
7
.
9
4
2
.
0
4
7
4
9
.
9
4
2
.
0
0
7
4
0
6
0
1
9
8
9
.
9
5
1
3
5
2
8
2
4
.
4
4
7
4
6
.
0
0
7
4
5
.
8
9
-
0
.
1
1
7
4
7
.
9
1
2
.
0
2
7
4
9
.
9
5
2
.
0
4
7
4
1
6
0
2
0
3
0
.
3
0
1
3
5
2
8
2
3
.
2
8
7
4
6
.
0
0
7
4
5
.
8
7
-
0
.
1
3
7
4
7
.
9
8
2
.
1
1
7
5
0
.
0
4
2
.
0
6
7
4
2
6
0
2
0
7
0
.
3
7
1
3
5
2
8
2
2
.
1
3
7
4
6
.
0
0
7
4
5
.
9
8
-
0
.
0
2
7
4
8
.
1
2
2
.
1
4
7
5
0
.
1
5
2
.
0
3
7
4
3
6
0
2
1
2
1
.
8
8
1
3
5
2
8
2
0
.
6
5
7
4
6
.
0
0
7
4
5
.
9
7
-
0
.
0
3
7
4
7
.
9
8
2
.
0
1
7
5
0
.
0
2
2
.
0
4
7
4
4
6
0
2
1
7
3
.
3
9
1
3
5
2
8
1
9
.
1
7
7
4
6
.
0
0
7
4
5
.
9
8
-
0
.
0
2
7
4
8
.
0
7
2
.
0
9
7
5
0
.
0
9
2
.
0
2
7
4
5
6
0
2
2
2
4
.
9
0
1
3
5
2
8
1
7
.
6
9
7
4
6
.
0
0
7
4
5
.
9
7
-
0
.
0
3
7
4
8
.
0
2
2
.
0
4
7
5
0
.
0
6
2
.
0
4
7
4
6
6
0
2
2
7
6
.
4
1
1
3
5
2
8
1
6
.
2
1
7
4
6
.
0
0
7
4
5
.
8
6
-
0
.
1
4
7
4
8
.
0
0
2
.
1
4
7
5
0
.
0
2
2
.
0
2
7
4
7
6
0
2
3
3
1
.
5
6
1
3
5
2
8
1
4
.
6
3
7
4
6
.
0
0
7
4
5
.
8
8
-
0
.
1
2
7
4
7
.
8
9
2
.
0
1
7
4
9
.
9
0
2
.
0
1
7
5
0
6
0
2
1
2
0
.
0
3
1
3
5
2
8
7
0
.
7
3
7
4
6
.
9
7
7
4
6
.
9
7
0
.
0
0
7
4
8
.
9
9
2
.
0
2
7
5
1
.
0
3
2
.
0
3
7
5
1
6
0
2
0
6
8
.
5
1
1
3
5
2
8
7
2
.
2
0
7
4
6
.
9
7
7
4
6
.
9
6
-
0
.
0
1
7
4
9
.
1
3
2
.
1
7
7
5
1
.
1
9
2
.
0
6
7
5
2
6
0
2
0
2
8
.
4
4
1
3
5
2
8
7
3
.
3
6
7
4
6
.
9
7
7
4
6
.
9
2
-
0
.
0
5
7
4
9
.
1
8
2
.
2
6
7
5
1
.
1
8
2
.
0
1
7
5
3
6
0
1
9
8
8
.
0
9
1
3
5
2
8
7
4
.
5
1
7
4
6
.
9
7
7
4
6
.
9
5
-
0
.
0
2
7
4
9
.
1
2
2
.
1
6
7
5
1
.
1
5
2
.
0
3
7
5
4
6
0
1
9
3
7
.
5
8
1
3
5
2
8
7
5
.
9
6
7
4
6
.
9
9
7
4
6
.
9
9
0
.
0
0
7
4
9
.
1
3
2
.
1
4
7
5
1
.
1
5
2
.
0
2
7
5
5
6
0
1
8
8
9
.
7
6
1
3
5
2
8
7
7
.
3
4
7
4
7
.
0
4
7
4
7
.
0
4
0
.
0
0
7
4
9
.
2
0
2
.
1
6
7
5
1
.
2
0
2
.
0
0
7
5
6
6
0
1
8
4
1
.
9
9
1
3
5
2
8
7
8
.
7
1
7
4
7
.
0
9
7
4
7
.
0
9
0
.
0
0
7
4
9
.
2
3
2
.
1
4
7
5
1
.
2
4
2
.
0
1
7
6
9
6
0
2
6
8
2
.
1
3
1
3
5
2
5
7
2
.
0
1
7
3
6
.
0
0
7
3
5
.
9
8
-
0
.
0
2
7
3
8
.
3
7
2
.
3
9
7
4
1
.
9
3
3
.
5
6
7
7
0
6
0
2
7
2
3
.
1
0
1
3
5
2
5
2
5
.
0
6
7
5
0
.
1
0
7
5
0
.
0
7
-
0
.
0
3
7
5
0
.
1
6
N

/

A
7
5
2
.
1
7
2
.
0
1
7
7
1
6
0
2
6
4
0
.
0
9
1
3
5
2
6
2
5
.
0
6
7
3
5
.
7
5
7
3
5
.
7
0
-
0
.
0
5
7
3
7
.
8
9
2
.
1
9
7
3
9
.
9
1
2
.
0
2
7
7
2
6
0
2
4
6
7
.
0
6
1
3
5
2
6
6
0
.
5
6
7
3
7
.
4
2
7
3
7
.
3
9
-
0
.
0
3
7
3
9
.
4
0
2
.
0
1
7
4
1
.
4
1
2
.
0
1
7
7
3
6
0
2
4
2
3
.
3
5
1
3
5
2
6
4
6
.
7
3
7
3
6
.
6
0
7
3
6
.
5
4
-
0
.
0
6
7
3
8
.
5
8
2
.
0
4
7
4
0
.
6
0
2
.
0
1
8
3
7
6
0
2
3
2
2
.
0
2
1
3
5
2
6
0
3
.
4
1
7
3
8
.
0
4
7
3
7
.
9
1
-
0
.
1
3
7
3
8
.
0
5
N

/

A
7
4
3
.
3
7
5
.
3
2
8
3
8
6
0
2
2
9
5
.
4
6
1
3
5
2
5
8
3
.
4
5
7
3
7
.
4
4
7
3
7
.
4
0
-
0
.
0
4
7
3
7
.
4
7
N

/

A
7
4
2
.
0
8
4
.
6
1
8
3
9
6
0
2
2
5
5
.
5
5
1
3
5
2
5
5
3
.
4
6
7
3
5
.
9
4
7
3
5
.
7
5
-
0
.
1
9
7
3
6
.
1
3
N

/

A
7
4
0
.
4
8
4
.
3
5
8
4
0
6
0
2
2
1
5
.
6
3
1
3
5
2
5
2
3
.
4
6
7
3
4
.
4
5
7
3
4
.
3
1
-
0
.
1
4
7
3
4
.
4
6
N

/

A
7
3
8
.
7
1
4
.
2
5
8
4
1
6
0
2
1
7
5
.
7
2
1
3
5
2
4
9
3
.
4
7
7
3
2
.
9
5
7
3
2
.
7
6
-
0
.
1
9
7
3
2
.
9
7
N

/

A
7
3
6
.
7
8
3
.
8
0
8
4
2
6
0
2
1
3
5
.
8
0
1
3
5
2
4
6
3
.
4
7
7
3
1
.
4
5
7
3
1
.
2
8
-
0
.
1
7
7
3
1
.
5
2
N

/

A
7
3
6
.
0
3
4
.
5
1
8
4
3
6
0
2
0
9
5
.
8
7
1
3
5
2
4
3
3
.
4
6
7
3
0
.
0
0
7
2
9
.
8
5
-
0
.
1
5
7
3
0
.
1
2
N

/

A
7
3
4
.
4
0
4
.
2
8
8
4
4
6
0
2
0
5
8
.
1
5
1
3
5
2
4
0
7
.
9
3
7
3
0
.
0
0
7
2
9
.
9
7
-
0
.
0
3
7
3
0
.
0
7
N

/

A
7
3
4
.
1
9
4
.
1
2
8
4
5
6
0
2
0
1
2
.
7
7
1
3
5
2
3
8
0
.
9
4
7
3
1
.
4
9
7
3
1
.
3
2
-
0
.
1
7
7
3
1
.
5
6
N

/

A
7
3
3
.
5
7
2
.
0
1
8
4
6
6
0
1
9
6
7
.
4
1
1
3
5
2
3
5
3
.
9
6
7
3
3
.
0
6
7
2
9
.
5
1
-
3
.
5
5
7
3
1
.
6
2
2
.
1
1
7
3
3
.
6
5
2
.
0
3
8
4
7
6
0
1
9
2
5
.
0
9
1
3
5
2
3
1
3
.
2
0
7
3
4
.
3
1
7
3
2
.
2
6
-
2
.
0
5
7
3
4
.
4
6
2
.
2
0
7
3
6
.
5
1
2
.
0
5
8
5
0
6
0
1
8
9
0
.
3
1
1
3
5
2
2
2
5
.
6
5
7
3
7
.
2
3
7
3
7
.
1
9
-
0
.
0
4
7
3
9
.
2
1
2
.
0
2
7
4
1
.
2
3
2
.
0
2
8
5
1
6
0
1
8
4
8
.
1
0
1
3
5
2
2
0
9
.
1
8
7
3
8
.
1
6
7
3
8
.
1
2
-
0
.
0
4
7
4
0
.
1
4
2
.
0
2
7
4
2
.
1
5
2
.
0
1
8
5
2
6
0
1
8
0
8
.
1
3
1
3
5
2
1
9
3
.
5
0
7
3
9
.
0
9
7
3
8
.
9
7
-
0
.
1
2
7
4
0
.
9
8
2
.
0
1
7
4
3
.
0
6
2
.
0
7
8
5
3
6
0
1
7
6
8
.
1
2
1
3
5
2
1
7
7
.
8
9
7
3
8
.
9
6
7
3
8
.
9
6
0
.
0
0
7
4
1
.
3
1
2
.
3
5
7
4
3
.
3
8
2
.
0
7
8
5
4
6
0
1
7
2
8
.
5
4
1
3
5
2
1
6
1
.
2
5
N

/

A
7
4
0
.
9
5
N

/

A
7
4
2
.
9
5
2
.
0
0
7
4
4
.
9
7
2
.
0
2
APPENDIX H
Leachate Collection System,
Pump Station, and Force Main
LEACHATE COLLECTION SYSTEM, PUMP STATION,
AND FORCE MAIN CERTIFICATION

T&K Construction, LLC, installed the leachate collection system, pump station, and force main.
Based on Draper Aden Associates’ (DAA) and CHA’s CQA/CQC monitoring and testing and the
pump station (including the force main) start-up and demonstration by the pump supplier, it is
CHA’s professional opinion that the Unit II Phase 2 – Cells 1 and 2 leachate collection system,
pump station, and force main were constructed in substantial with the approved Construction
Plans and Specifications, and current NCDEQ solid waste rules and regulations.

The services provided for this project were performed with the care and skill ordinarily exercised
by reputable members of the profession practicing under similar conditions at the same time and
in the same or similar locality. No warranty, expressed or implied, is made or intended by
rendition of these consulting services or by furnishing oral or written reports of the findings
made. This Report has been prepared for the exclusive use of the County.

Jack Miller, PE
CQA Manager
CHA Consulting, Inc.
N.C.P.E. No. 14131


HDPE Leachate Collection Pipe
Perforations
D
r
a
w
n

B
y
:
T
i
t
l
e
S
c
o
t
t

B
o
d
e
n
R
R
A
p
p
r
o
v
e
d

B
y
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D
a
t
e

_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D
r
a
w
i
n
g

A
p
p
r
o
v
a
l

m
u
s
t

b
e

s
i
g
n
e
d

a
n
d

d
a
t
e
d

b
e
f
o
r
e

f
a
b
r
i
c
a
t
i
o
n
c
a
n

b
e
g
i
n
.
9
8

B
l
a
c
k

B
e
t
s
y

B
t
m
.

R
d
P
o
c
a
,

W
V

2
5
1
5
9
HD Supply shall maintain a tolerance of +/-.5"
f
o
r

a
l
l

d
i
m
e
n
s
i
o
n
s

s
h
o
w
n

o
n

f
b
a
r
i
c
a
t
e
d

i
t
e
m
s
HD Supply shall maintain a tolerance of +/- 2
d
e
g
r
e
e
s

f
o
r

f
a
b
r
i
c
a
t
e
d

e
l
b
o
w
s
,

t
e
e
s

a
n
d

w
y
e
s
Any changes to these tolerances requested by
t
h
e

c
u
s
t
o
m
e
r
,

m
u
s
t

b
e

a
p
p
r
o
v
e
d

b
y

H
D

S
u
p
p
l
y
prior to any fabrication.Tolerances on parts with required machining w
i
l
l

v
a
r
y

a
n
d

s
h
o
u
l
d

b
e

r
e
q
u
e
s
t
e
d

b
y

c
u
s
t
o
m
e
r
prior to fabrication.
P
e
r
f
o
r
a
t
e
d

P
i
p
e
8
"

S
D
R

1
1

P
e
r
f
o
r
a
t
e
d

P
i
p
e
8
"

S
D
R

1
1

H
D
P
E

P
e
r
f
o
r
a
t
e
d

P
i
p
e
.

6

R
o
w
s
,

o
f

3
/
8
"

h
o
l
e
s
,

s
p
a
c
e
d

6
0
d
e
g
r
e
e
s

a
p
a
r
t
,

s
e
p
e
r
a
t
e
d

b
y

6
"
,

S
t
a
g
e
r
e
d

3
"

f
u
l
l

l
e
n
g
t
h

o
f

t
h
e

p
i
p
e
.


ƒ


ƒ
ƒƒ
6
"
Stone
Date:1/19/16
Test #:9
QC #:
Location:stock
Screen Size Wgt. Ret. % Ret. % Pass Req. Limits
1 1/2"0 0 100 100
1"0.00 0.0 100.0 95 - 100
3/4"1.15 4.8 95.2 N/A
1/2"13.15 54.9 45.1 25 - 60
3/8"19.35 80.8 19.2 N/A
#4 22.70 94.8 5.2 0 - 10
#8 23.20 96.9 3.1 0 - 5
#200 23.95 100.0 0.0 0 - .6
Total 23.95
Pass/Fail:P
Tested by:S. Bridges
Hedrick Industries
Lake Norman Quarry
6941 Quarry Lane
Stanley, N.C. 28164
[phone]
57's Test Results
HEDRICK INDUSTRIES

Lake Norman Quarry
6941 Quarry Lane
Stanley, NC 28164
Phone: [phone]
Fax: [phone]

1-23-17

Mike Giddens
T&K Construction LLC
235 County Rd 1242
Vinemont, Alabama 35179
256-734-6611

Lake Norman Quarry Material Certification

Dear Mike,

This letter is to certify that the ABC, 57 and Rip Rap crushed stone furnished by our Lake Norman Quarry
meet NCDOT standards and is listed on the state approved source list. Our materials are tested on a daily
basis by Hedrick QA and on a regular basis the North Carolina Department of Transportation. Lake Norman
Quarry produces a granite crushed stone.

Sincerely,

Brad Ammons

Brad Ammons
Eastern Division Sales Manager
Material Sales Company
Geotextile
SKAPS Industries (Nonwoven Division)Sales Office:
335, Athena Drive Engineered Synthetic Product Inc.Athens, GA 30601 (U.S.A.)Phone: [phone]
Phone [phone] Fax [phone] Fax: [phone]
E-mail: [e-mail]
T & K Construction, LLC
235 County Road 1242
Vinemont, AL, 35179PO : 610-001
ASTM D 5261 oz/sy (g/m2)10.00 (339)
ASTM D 5199 mils (mm)110 (2.79)
ASTM D 4632 lbs (kN)270 (1.20)
ASTM D 4632 %50
ASTM D 4533 lbs (kN)100 (0.44)
ASTM D 6241 lbs (kN) 725 (3.22)
ASTM D 4491 sec-1 0.94
ASTM D 4491 cm/sec 0.30
ASTM D 4491 gpm/ft2(l/min/m2)75 (3056)
ASTM D 4751 US Sieve (mm)100 (0.15)
ASTM D 4355 %/hrs 70/500
Notes:
* At the time of manufacturing. Handling may change these properties.
KOUROSH SABZEVARI
QUALITY CONTROL MANAGER
www.espgeosynthetics.com
UV Resistance
UNITS
CBR Puncture
www.skaps.com
Weight
Thickness*
Permittivity*
Water Flow*
Grab Tensile
Permeability*
AOS*
November 30, 2016
Trapezoidal Tear
Dear Sir/Madam:
This is to certify that SKAPS GE110 is a high quality needle-punched nonwoven geotextile made of
100%polypropylene staple fibers,randomly networked to form a high strength dimensionally stable
fabric.SKAPS GE110 resists ultraviolet deterioration,rotting,biological degradation.The fabric is
inert to commonly encountered soil chemicals.Polypropylene is stable within a pH range of 2 to 13.
SKAPS GE110 conforms to the property values listed below:
M.A.R.V.
Minimum Average Roll ValuePROPERTY
Grab Elongation
TEST METHOD
* All values are MARV.
Product : GE110-180
ROLL #WEIGHT THICKNESS MD TENSILE MD ELONG XMD TENSILE XMD ELONG MD TRAP XMD TRAP CBR PUNCTURE AOS WATER FLOW PERMEABILITY PERMITTIVITY
ASTM METHOD D5261 D5199 D4632 D4632 D4632 D4632 D4533 D4533 D6241 D4751 D4491 D4491 D4491UNITSoz/sq yd (mils)lbs.%lbs %lbs.lbs lbs.US Sieve gpm/ft2 cm/sec sec-1TARGET10.00 110 270 50 270 50 100 100 725 100 75 0.30 0.94
45434.1 10.33 114 312 89 323 104 165 171 819 100 85 0.33 1.14
45434.2 10.33 114 312 89 323 104 165 171 819 100 85 0.33 1.14
45434.3 10.33 114 312 89 323 104 165 171 819 100 85 0.33 1.14
45434.4 10.33 114 312 89 323 104 165 171 819 100 85 0.33 1.14
45434.5 10.25 112 300 92 311 122 143 147 833 100 85 0.33 1.14
45434.6 10.25 112 300 92 311 122 143 147 833 100 85 0.33 1.14
45434.7 10.25 112 300 92 311 122 143 147 833 100 85 0.33 1.14
45434.8 10.25 112 300 92 311 122 143 147 833 100 85 0.33 1.14
Leachate Collection System (LCS) Piping
As-Built
PER CONSTRUCTION PLANS
PROTECTIVE COVER / LEACHATE COLLECTION
AS-BUILT SURVEY
Gaston County Landfill
Unit II - Phase 2
Gaston County, North Carolina
I, STEVEN P. CARSON, CERTIFY THAT THE AS-BUILTS SHOWN ON THISPLAN WERE OBTAINED BY FIELD SURVEYS CONDUCTED UNDER MYSUPERVISION, ON THE DATES LISTED UNDER NOTES. THIS IS NOT ABOUNDARY SURVEY. WITNESS MY HAND AND SEAL THIS ____ DAY OF___________, 2017.__________________________________________________PROFESSIONAL LAND SURVEYOR NC NO. L-4752DATE
BATEMAN CIVIL SURVEY COMPANY
ENGINEERS ● SURVEYORS ● PLANNERS
2524 RELIANCE AVENUE, APEX, NORTH CAROINA
PHONE: [phone] FAX: [phone]
[e-mail]
NCBELS FIRM# C-2378
NOTES1. FIELD WORK FOR SURVEY COMPLETED ON FEBRUARY 22 & 23, & MARCH 01, 2017.2. WETLANDS ARE NOT ADDRESSED BY THIS SURVEY.3. ONLY COPIES OF THIS SURVEY WITH THE LAND SURVEYOR'S ORIGINAL SIGNATURE & AN ORIGINAL EMBOSSED, INK OR SCANNED SEAL ARE THE PRODUCT OF THE LAND SURVEYOR.4. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSE AGREED TO BETWEEN THE CLIENT AND SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT.5. THIS PARCEL MAY BE SUBJECT TO EASEMENTS OR RIGHTS OF OTHERS THAT HAVE NOT BEEN DISCLOSED ON THIS MAP.6. HORIZONTAL AND VERTICAL CONTROL PROVIDED BY HDR ENGINEERING INC. OF THE CAROLINAS.7. REFERENCE PROVIDED PLANS TITLED: "CONSTRUCTION PLANS, UNIT II PHASE 2, MUNICIPAL SOLID WASTE LANDFILL" DATED SEPTEMBER 2016.8. SEE CONFORMANCE TABLE FOR POINT VERIFICATION.
S
U
R
V
E
Y
4

O
F

6
BENCHMARK #1CONCRETE MONUMENTN:602777.20'E:1352937.71'ELV:797.43'
D
E
S
I
G
N
E
D

B
Y
:
D
R
A
W
N

B
Y
:

J
R
D
C
H
E
C
K
E
D

B
Y
:

S
P
C
S
C
A
L
E
:

1
"

=

4
0
'
D
A
T
E
:

0
3
/
0
1
/
2
0
1
7
P
R
O
J
E
C
T

N
U
M
B
E
R
:

1
6
0
6
1
8
1

i
n
c
h

=

f
t
.
(

I
N

F
E
E
T

)
G
R
A
P
H
I
C

S
C
A
L
E
0
2
0
1
6
0
4
0
8
0
4
0
4
0
P
R
O
P
O
S
E
D
L
I
M
I
T
S

O
F

W
A
S
T
E
P
R
O
T
E
C
T
I
V
E

C
O
V
E
R

A
S
-
B
U
I
L
T
C
O
N
T
O
U
R
S
E
X
I
S
T
I
N
G

L
I
N
E
R
(
T
I
E
-
I
N
)
MARCH 1ST
P
R
O
P
O
S
E
D
L
I
M
I
T
S

O
F

W
A
S
T
E
A
N
C
H
O
R

T
R
E
N
C
H
A
S
-
B
U
I
L
T
A
N
C
H
O
R

T
R
E
N
C
H
A
S
-
B
U
I
L
T
C
E
N
T
E
R
L
I
N
E
S
U
B
C
E
L
L

B
E
R
M
C
E
N
T
E
R
L
I
N
E
S
U
B
C
E
L
L

B
E
R
M
C
E
L
L

1
C
E
L
L

2
A
CELL 2B
C
L
E
A
N
O
U
T
C
L
E
A
N
O
U
T
C
L
E
A
N
O
U
T
CLEANOUT CLEANOUT
C
L
E
A
N
O
U
T
L
E
A
C
H
A
T
E
C
O
L
L
E
C
T
I
O
N

P
I
P
E
LEACHATECOLLECTION PIPE
L
E
A
C
H
A
T
E
C
O
L
L
E
C
T
I
O
N

M
A
N
H
O
L
E
R
I
M

E
L
V
:

7
2
4
.
0
5
'
1
2
"

H
D
P
E

I
N
V
.

E
L
V
:

7
1
7
.
5
5
'
L
E
A
C
H
A
T
E
C
O
L
L
E
C
T
I
O
N

P
I
P
E
L
E
A
C
H
A
T
E
C
O
L
L
E
C
T
I
O
N

P
I
P
E
P
R
O
P
O
S
E
D
B
A
S
E

G
R
A
D
E
D
E
V
I
A
T
I
O
N

F
R
O
M
C
L
A
Y

L
I
N
E
R
D
E
V
I
A
T
I
O
N

F
R
O
M
P
R
O
T
E
C
T
I
V
E

C
O
V
E
R
D
E
V
I
A
T
I
O
N

F
R
O
M
P
O
I
N
T
B
A
S
E

G
R
A
D
E
A
S
-
B
U
I
L
T
P
R
O
P
O
S
E
D

B
A
S
E

T
O
A
S
-
B
U
I
L
T
C
L
A
Y

A
S
-
B
U
I
L
T

T
O
A
S
-
B
U
I
L
T
P
R
O
T
E
C
T
I
V
E

C
O
V
E
R
N
U
M
B
E
R
N
O
R
T
H
I
N
G
E
A
S
T
I
N
G
E
L
E
V
A
T
I
O
N
E
L
E
V
A
T
I
O
N
B
A
S
E

A
S
-
B
U
I
L
T
E
L
E
V
A
T
I
O
N
B
A
S
E

A
S
-
B
U
I
L
T
E
L
E
V
A
T
I
O
N
T
O

C
L
A
Y

A
S
B
U
I
L
T
8
5
5
6
0
1
7
2
3
.
3
2
1
3
5
2
2
1
0
.
2
8
N

/

A
7
4
1
.
3
8
N

/

A
7
4
3
.
3
8
2
.
0
0
7
4
5
.
3
9
2
.
0
1
8
5
6
6
0
1
7
1
8
.
2
1
1
3
5
2
2
5
9
.
2
3
N

/

A
7
4
1
.
5
3
N

/

A
7
4
3
.
5
5
2
.
0
2
7
4
5
.
6
2
2
.
0
7
8
5
7
6
0
1
7
1
3
.
0
7
1
3
5
2
3
0
8
.
1
7
N

/

A
7
4
1
.
8
5
N

/

A
7
4
3
.
8
6
2
.
0
1
7
4
5
.
9
1
2
.
0
5
8
5
8
6
0
1
7
0
8
.
7
8
1
3
5
2
3
5
7
.
1
9
N

/

A
7
4
2
.
3
3
N

/

A
7
4
4
.
3
3
2
.
0
0
7
4
6
.
3
4
2
.
0
1
8
5
9
6
0
1
7
0
4
.
6
9
1
3
5
2
4
0
6
.
2
3
N

/

A
7
4
2
.
7
6
N

/

A
7
4
4
.
8
1
2
.
0
5
7
4
6
.
8
1
2
.
0
0
8
6
0
6
0
1
7
0
0
.
5
7
1
3
5
2
4
5
5
.
2
7
N

/

A
7
4
3
.
2
2
N

/

A
7
4
5
.
2
3
2
.
0
1
7
4
7
.
2
4
2
.
0
1
8
6
1
6
0
1
7
1
3
.
8
1
1
3
5
2
5
0
0
.
7
8
N

/

A
7
4
8
.
6
0
N

/

A
7
5
0
.
6
5
2
.
0
5
7
5
2
.
6
7
2
.
0
2
8
6
2
6
0
1
7
2
6
.
4
6
1
3
5
2
5
4
6
.
4
8
N

/

A
7
5
3
.
6
0
N

/

A
7
5
5
.
6
3
2
.
0
3
7
5
7
.
6
4
2
.
0
1
8
6
3
6
0
1
7
2
9
.
0
2
1
3
5
2
6
0
0
.
0
1
N

/

A
7
5
5
.
6
0
N

/

A
7
5
7
.
6
1
2
.
0
1
7
5
9
.
6
5
2
.
0
4
8
6
4
6
0
1
7
3
0
.
2
3
1
3
5
2
6
5
3
.
6
0
N

/

A
7
5
7
.
3
2
N

/

A
7
5
9
.
3
3
2
.
0
1
7
6
1
.
3
3
2
.
0
0
8
6
5
6
0
1
7
2
0
.
6
3
1
3
5
2
7
0
4
.
4
9
N

/

A
7
5
4
.
1
4
N

/

A
7
5
6
.
1
4
2
.
0
0
7
5
8
.
1
4
2
.
0
0
8
6
6
6
0
1
7
1
6
.
2
2
1
3
5
2
7
5
3
.
7
5
N

/

A
7
5
4
.
0
6
N

/

A
7
5
6
.
0
9
2
.
0
3
7
5
8
.
1
1
2
.
0
2
8
6
7
6
0
1
7
1
2
.
9
9
1
3
5
2
8
0
3
.
5
1
N

/

A
7
5
3
.
9
0
N

/

A
7
5
5
.
9
1
2
.
0
1
7
5
7
.
9
9
2
.
0
8
8
6
8
6
0
1
7
1
1
.
4
7
1
3
5
2
8
5
3
.
2
5
N

/

A
7
5
3
.
7
0
N

/

A
7
5
5
.
7
0
2
.
0
0
7
5
7
.
7
2
2
.
0
2
8
6
9
6
0
1
7
1
0
.
6
7
1
3
5
2
8
9
3
.
2
1
N

/

A
7
5
3
.
7
0
N

/

A
7
5
5
.
7
2
2
.
0
2
7
5
7
.
7
2
2
.
0
0
8
7
0
6
0
1
7
1
0
.
1
3
1
3
5
2
9
3
3
.
1
5
N

/

A
7
5
3
.
9
5
N

/

A
7
5
5
.
9
9
2
.
0
4
7
5
8
.
0
4
2
.
0
5
8
7
1
6
0
1
7
0
9
.
8
9
1
3
5
2
9
8
7
.
4
8
N

/

A
7
6
7
.
5
8
N

/

A
7
6
7
.
6
3
N

/

A
7
6
9
.
6
7
2
.
0
4
8
7
2
6
0
1
7
5
3
.
8
2
1
3
5
2
9
8
5
.
0
7
7
6
8
.
9
1
7
6
8
.
9
1
0
.
0
0
7
6
8
.
9
5
N

/

A
7
7
1
.
0
3
2
.
0
8
8
7
3
6
0
2
3
1
5
.
6
4
1
3
5
2
6
1
1
.
9
0
7
3
4
.
5
5
7
3
4
.
5
4
-
0
.
0
1
7
3
6
.
5
8
2
.
0
4
7
3
9
.
7
5
3
.
1
7
8
7
4
6
0
2
2
8
8
.
5
9
1
3
5
2
5
9
3
.
0
7
7
3
3
.
5
0
7
3
3
.
4
8
-
0
.
0
2
7
3
5
.
6
8
2
.
2
0
7
3
8
.
5
3
2
.
8
5
8
7
5
6
0
2
2
4
8
.
2
4
1
3
5
2
5
6
3
.
6
9
7
3
1
.
8
0
7
3
1
.
7
3
-
0
.
0
7
7
3
3
.
9
9
2
.
2
6
7
3
6
.
2
8
2
.
2
9
8
7
6
6
0
2
2
0
8
.
1
3
1
3
5
2
5
3
3
.
9
6
7
3
0
.
1
5
7
3
0
.
1
1
-
0
.
0
4
7
3
2
.
3
7
2
.
2
6
7
3
4
.
8
2
2
.
4
5
8
7
7
6
0
2
1
6
7
.
8
7
1
3
5
2
5
0
4
.
4
5
7
2
8
.
4
7
7
2
8
.
4
1
-
0
.
0
6
7
3
0
.
7
6
2
.
3
6
7
3
3
.
4
8
2
.
7
2
8
7
8
6
0
2
1
2
7
.
7
5
1
3
5
2
4
7
4
.
7
4
7
2
6
.
8
0
7
2
6
.
7
0
-
0
.
1
0
7
2
8
.
8
6
2
.
1
6
7
3
2
.
0
8
3
.
2
2
8
7
9
6
0
2
0
8
8
.
0
1
1
3
5
2
4
4
5
.
7
6
7
2
5
.
1
3
7
2
5
.
1
3
0
.
0
0
7
2
7
.
5
2
2
.
3
9
7
3
0
.
9
7
3
.
4
5
8
8
0
6
0
2
0
4
9
.
4
1
1
3
5
2
4
2
2
.
6
3
7
2
4
.
3
0
7
2
4
.
2
9
-
0
.
0
1
7
2
6
.
4
9
2
.
2
0
7
3
0
.
5
1
4
.
0
2
8
8
1
6
0
2
0
0
1
.
3
7
1
3
5
2
4
0
0
.
1
1
7
2
4
.
0
5
7
2
3
.
9
6
-
0
.
0
9
7
2
6
.
0
3
2
.
0
7
7
2
8
.
6
1
2
.
5
8
8
8
2
6
0
1
9
5
3
.
2
5
1
3
5
2
3
7
7
.
7
7
7
2
3
.
8
3
7
2
3
.
4
9
-
0
.
3
4
7
2
5
.
5
1
2
.
0
2
7
2
9
.
0
5
3
.
5
4
8
8
3
6
0
1
9
2
4
.
4
0
1
3
5
2
3
5
5
.
4
4
7
2
3
.
2
5
7
2
3
.
2
5
0
.
0
0
7
2
5
.
6
3
2
.
3
8
7
2
9
.
1
4
3
.
5
1
8
8
4
6
0
1
9
8
6
.
6
6
1
3
5
2
9
1
3
.
2
0
7
4
7
.
7
9
7
4
7
.
7
9
0
.
0
0
7
5
0
.
0
1
2
.
2
1
7
5
2
.
0
3
2
.
0
2
8
8
8
6
0
2
1
7
1
.
1
8
1
3
5
2
8
7
8
.
8
2
7
4
7
.
2
2
7
4
7
.
2
2
0
.
0
0
7
4
9
.
2
3
2
.
0
1
7
5
3
.
3
2
4
.
0
9
8
8
9
6
0
2
2
2
3
.
0
2
1
3
5
2
8
6
8
.
4
1
7
4
7
.
0
0
7
4
6
.
9
7
-
0
.
0
3
7
4
9
.
1
1
2
.
1
4
7
5
1
.
1
3
2
.
0
2
8
9
0
6
0
2
2
7
4
.
8
4
1
3
5
2
8
5
8
.
7
5
7
4
7
.
0
4
7
4
7
.
0
0
-
0
.
0
4
7
4
9
.
3
1
2
.
3
1
7
5
1
.
3
2
2
.
0
1
8
9
1
6
0
1
9
9
8
.
2
4
1
3
5
2
9
6
6
.
3
2
7
6
5
.
9
2
7
6
5
.
6
8
-
0
.
2
4
7
6
5
.
9
6
N

/

A
7
6
8
.
0
5
2
.
0
9
8
9
2
6
0
2
0
3
8
.
5
6
1
3
5
2
9
5
7
.
5
3
7
6
5
.
3
3
7
6
5
.
2
6
-
0
.
0
7
7
6
5
.
3
6
N

/

A
7
6
7
.
3
6
2
.
0
0
8
9
3
6
0
2
0
7
8
.
6
0
1
3
5
2
9
4
8
.
8
0
7
6
4
.
7
7
7
6
4
.
7
7
0
.
0
0
7
6
4
.
8
8
N

/

A
7
6
6
.
8
9
2
.
0
1
8
9
4
6
0
2
1
3
0
.
0
7
1
3
5
2
9
3
7
.
5
9
7
6
4
.
1
2
7
6
4
.
0
3
-
0
.
0
9
7
6
4
.
2
6
N

/

A
7
6
6
.
2
9
2
.
0
3
8
9
5
6
0
2
1
8
1
.
5
4
1
3
5
2
9
2
6
.
3
7
7
6
3
.
4
4
7
6
3
.
2
8
-
0
.
1
6
7
6
3
.
5
6
N

/

A
7
6
5
.
5
8
2
.
0
2
8
9
6
6
0
2
2
3
3
.
0
2
1
3
5
2
9
1
5
.
1
5
7
6
2
.
9
4
7
6
2
.
8
1
-
0
.
1
3
7
6
2
.
9
4
N

/

A
7
6
4
.
9
6
2
.
0
2
8
9
7
6
0
2
2
8
4
.
4
9
1
3
5
2
9
0
3
.
9
3
7
6
2
.
4
4
7
6
2
.
2
8
-
0
.
1
6
7
6
2
.
4
7
N

/

A
7
6
4
.
4
9
2
.
0
2
8
9
8
6
0
1
9
2
6
.
6
1
1
3
5
2
2
7
6
.
8
0
7
3
5
.
3
0
7
3
4
.
0
5
-
1
.
2
5
7
3
5
.
5
2
N

/

A
7
3
7
.
5
3
2
.
0
1
8
9
9
6
0
1
9
2
8
.
1
3
1
3
5
2
2
4
0
.
4
1
7
3
6
.
2
8
7
3
6
.
1
9
-
0
.
0
9
7
3
8
.
1
9
2
.
0
0
7
4
0
.
2
1
2
.
0
2
9
0
0
6
0
1
8
0
0
.
1
9
1
3
5
2
2
7
0
.
5
1
7
3
3
.
1
6
7
3
3
.
1
6
0
.
0
0
7
3
5
.
1
8
2
.
0
2
7
3
7
.
1
9
2
.
0
1
9
0
1
6
0
1
7
6
7
.
9
3
1
3
5
2
2
6
1
.
6
5
7
3
4
.
7
5
7
3
4
.
7
5
0
.
0
0
7
3
6
.
7
5
2
.
0
0
7
3
8
.
7
9
2
.
0
4
9
0
2
6
0
1
8
5
9
.
2
2
1
3
5
2
2
7
2
.
9
8
7
3
2
.
5
0
7
3
2
.
4
4
-
0
.
0
6
7
3
4
.
5
2
2
.
0
8
7
3
6
.
5
4
2
.
0
2
9
0
3
6
0
1
9
1
8
.
2
2
1
3
5
2
2
7
6
.
3
9
7
3
2
.
5
0
7
3
2
.
4
8
-
0
.
0
2
7
3
5
.
2
3
2
.
7
5
7
3
7
.
2
4
2
.
0
1
9
0
4
6
0
1
7
6
9
.
4
2
1
3
5
2
2
2
0
.
3
6
7
3
7
.
4
0
7
3
7
.
4
0
0
.
0
0
7
3
9
.
4
6
2
.
0
6
7
4
1
.
4
7
2
.
0
1
9
0
5
6
0
1
8
2
6
.
7
7
1
3
5
2
2
3
6
.
4
9
7
3
5
.
8
3
7
3
5
.
8
3
0
.
0
0
7
3
8
.
0
1
2
.
1
8
7
4
0
.
0
1
2
.
0
0
9
0
6
6
0
1
7
6
9
.
5
5
1
3
5
2
3
0
5
.
5
7
7
3
1
.
8
6
7
3
1
.
8
6
0
.
0
0
7
3
3
.
8
8
2
.
0
2
7
3
5
.
8
9
2
.
0
1
9
0
7
6
0
1
7
4
6
.
4
0
1
3
5
2
2
1
4
.
3
4
7
3
9
.
3
1
7
3
9
.
3
1
0
.
0
0
7
4
1
.
3
3
2
.
0
2
7
4
3
.
3
5
2
.
0
2
9
0
8
6
0
1
8
6
2
.
9
0
1
3
5
2
2
9
3
.
1
5
7
2
9
.
0
0
7
2
8
.
9
4
-
0
.
0
6
7
3
2
.
6
9
3
.
7
5
7
3
4
.
7
1
2
.
0
2
9
0
9
6
0
1
9
3
8
.
8
4
1
3
5
2
9
1
7
.
2
2
7
4
8
.
6
9
7
4
8
.
6
9
0
.
0
0
7
5
0
.
7
4
2
.
0
5
7
5
2
.
7
4
2
.
0
0
9
2
9
6
0
2
1
1
8
.
0
9
1
3
5
2
8
8
1
.
5
9
7
4
7
.
2
1
7
4
7
.
1
9
-
0
.
0
2
7
4
9
.
2
6
2
.
0
6
7
5
1
.
2
5
2
.
0
0
9
3
0
6
0
2
0
6
6
.
8
2
1
3
5
2
8
9
4
.
1
9
7
4
7
.
4
1
7
4
7
.
4
1
0
.
0
0
7
4
9
.
4
9
2
.
0
9
7
5
1
.
5
2
2
.
0
3
9
3
1
6
0
2
0
2
6
.
8
8
1
3
5
2
9
0
3
.
6
7
7
4
7
.
5
9
7
4
7
.
5
5
-
0
.
0
4
7
4
9
.
7
8
2
.
2
2
7
5
1
.
8
1
2
.
0
3
9
3
3
6
0
1
7
6
2
.
0
3
1
3
5
2
9
1
8
.
9
7
7
5
0
.
6
0
7
5
0
.
6
0
0
.
0
0
7
5
2
.
6
0
2
.
0
1
7
5
4
.
6
0
2
.
0
0
9
3
4
6
0
1
7
2
7
.
6
3
1
3
5
2
9
1
8
.
3
7
7
5
0
.
1
8
7
5
0
.
1
8
0
.
0
0
7
5
2
.
3
8
2
.
2
0
7
5
4
.
3
8
2
.
0
0
9
3
5
6
0
1
7
2
9
.
5
1
1
3
5
2
8
9
4
.
4
5
7
4
9
.
5
3
7
4
9
.
5
3
0
.
0
0
7
5
1
.
8
4
2
.
3
1
7
5
3
.
8
5
2
.
0
1
9
3
6
6
0
1
7
3
4
.
8
9
1
3
5
2
8
4
2
.
7
6
7
4
8
.
1
0
7
4
8
.
1
0
0
.
0
0
7
5
0
.
3
8
2
.
2
8
7
5
2
.
3
9
2
.
0
1
9
3
7
6
0
1
7
4
0
.
2
8
1
3
5
2
7
9
1
.
3
3
7
4
6
.
8
7
7
4
6
.
8
7
0
.
0
0
7
4
8
.
9
9
2
.
1
2
7
5
1
.
0
2
2
.
0
3
9
3
8
6
0
1
7
4
7
.
0
5
1
3
5
2
7
4
0
.
9
0
7
4
5
.
7
0
7
4
5
.
7
0
0
.
0
0
7
4
7
.
7
4
2
.
0
4
7
4
9
.
7
5
2
.
0
1
9
3
9
6
0
1
7
8
0
.
3
2
1
3
5
2
7
5
3
.
7
4
7
4
5
.
0
0
7
4
4
.
9
6
-
0
.
0
4
7
4
6
.
9
6
2
.
0
0
7
4
8
.
9
7
2
.
0
1
9
4
0
6
0
1
7
8
8
.
6
8
1
3
5
2
8
1
0
.
0
8
7
4
6
.
0
0
7
4
5
.
9
9
-
0
.
0
1
7
4
8
.
0
2
2
.
0
3
7
5
0
.
0
4
2
.
0
2
9
4
1
6
0
1
7
6
9
.
7
5
1
3
5
2
8
5
6
.
3
9
7
4
7
.
0
0
7
4
6
.
9
9
-
0
.
0
1
7
4
9
.
2
1
2
.
2
2
7
5
1
.
2
2
2
.
0
1
9
4
2
6
0
1
8
0
7
.
3
0
1
3
5
2
8
7
0
.
1
8
7
4
7
.
0
0
7
4
6
.
9
8
-
0
.
0
2
7
4
9
.
2
4
2
.
2
6
7
5
1
.
2
4
2
.
0
0
N

/

A
P
O
I
N
T

F
A
L
L
S

O
U
T
S
I
D
E

P
R
O
P
O
S
E
D

L
I
M
I
T
S

O
F

W
A
S
T
E
.
PARTIAL CONFORMANCE TABLE
Gaston County Landfill
Unit II - Phase 2
Gaston County, North Carolina
BATEMAN CIVIL SURVEY COMPANY
ENGINEERS ● SURVEYORS ● PLANNERS
2524 RELIANCE AVENUE, APEX, NORTH CAROINA
PHONE: [phone] FAX: [phone]
[e-mail]
NCBELS FIRM# C-2378
S
U
R
V
E
Y
6

O
F

6
D
E
S
I
G
N
E
D

B
Y
:
D
R
A
W
N

B
Y
:

J
R
D
C
H
E
C
K
E
D

B
Y
:

S
P
C
S
C
A
L
E
:

N

/

A
D
A
T
E
:

0
3
/
0
1
/
2
0
1
7
P
R
O
J
E
C
T

N
U
M
B
E
R
:

1
6
0
6
1
8
PROPOSEDBASE GRADEDEVIATION FROMCLAY LINERDEVIATION FROMPROTECTIVE COVERDEVIATION FROMPOINTBASE GRADEAS-BUILTPROPOSED BASE TOAS-BUILTCLAY AS-BUILT TOAS-BUILTPROTECTIVE COVERNUMBERNORTHINGEASTINGELEVATIONELEVATIONBASE AS-BUILTELEVATIONBASE AS-BUILTELEVATIONTO CLAY ASBUILT518602376.511352593.87739.59739.590.00739.60N / A743.764.16519602418.681352585.85740.79740.77-0.02740.83N / A742.872.04520602461.091352577.38742.08742.080.00742.09N / A744.112.02521602503.511352568.91743.38743.35-0.03743.45N / A745.472.02522602546.301352560.37744.69744.36-0.33744.82N / A746.822.00523602589.081352551.83746.00745.78-0.22746.02N / A748.052.02524602631.881352543.28747.31747.03-0.28747.33N / A749.352.02525602674.681352534.73748.62748.60-0.02748.68N / A750.682.00526602728.281352566.19751.44751.40-0.04751.46N / A753.512.05527602735.301352621.88753.24753.21-0.03753.28N / A755.322.04528602739.401352654.45754.30754.26-0.04754.41N / A756.442.03529602744.531352695.13755.62755.60-0.02755.79N / A757.842.05530602694.771352724.90758.00757.99-0.01758.07N / A760.072.00531602661.371352740.85758.37758.22-0.15758.39N / A760.412.02532602608.611352766.05758.95758.87-0.08759.17N / A761.192.02533602552.971352792.62759.57759.40-0.17759.61N / A761.642.03534602497.521352819.11760.18760.180.00760.43N / A762.482.05535602459.121352837.45760.61760.53-0.08760.83N / A762.892.06536602404.061352863.74761.22761.17-0.05761.23N / A763.262.02537602349.651352889.73761.82761.77-0.05762.02N / A764.032.01545601940.601352978.88766.92766.90-0.02766.99N / A768.992.00546601892.791352980.31767.68767.60-0.08767.75N / A769.772.02547601845.021352981.74768.44768.41-0.03768.54N / A770.552.01548601798.351352983.14769.18769.06-0.12769.20N / A771.202.00580601771.171352349.50730.00729.99-0.01732.162.18734.162.00581601771.291352390.19730.00730.000.00732.182.18734.192.01582601771.411352430.89730.00730.000.00732.302.30734.302.00583601766.261352460.17731.76731.75-0.01733.992.24736.022.03584601777.231352511.38734.41734.33-0.08736.542.21738.542.00585601788.201352562.59737.07737.06-0.02739.312.25741.302.00586601784.761352605.08739.53739.48-0.05741.792.31743.812.02587601781.311352647.58742.00741.68-0.32743.862.17745.862.01588601780.241352700.45744.00743.88-0.12745.912.03747.952.04593601796.441352919.58750.55750.550.00752.562.01754.632.07594601843.181352920.40749.94749.940.00751.952.01753.992.04595601891.021352921.25749.59749.590.00751.662.07753.672.01604602330.281352849.17746.85746.84-0.01749.032.19751.042.01605602384.701352823.19746.25746.17-0.08748.212.04750.242.03606602407.181352812.46746.00745.83-0.17747.842.01749.872.03607602438.871352795.06745.08744.92-0.16746.932.01748.992.06608602476.241352774.54744.00743.85-0.15745.862.01747.882.02609602530.441352745.45742.15742.150.00744.352.20746.402.05610602584.941352716.49740.65740.62-0.03742.682.06744.692.01611602636.621352689.04739.24739.15-0.09741.152.00743.172.02612602667.111352672.84738.40738.37-0.03740.392.02743.022.64613602689.991352660.68737.77737.71-0.06739.912.20743.103.18614602683.741352628.38736.00735.98-0.02738.132.15740.912.78615602638.701352577.43735.75735.750.00737.762.01741.353.59616602595.281352582.84735.50735.49-0.01737.602.11739.672.07617602551.871352588.26735.25735.21-0.04737.302.09739.522.22618602508.451352593.67735.00734.98-0.02737.022.04739.712.69619602465.271352598.31735.00734.91-0.09737.012.10739.332.32620602422.091352602.94735.00734.95-0.05737.102.15739.472.37621602378.911352607.58735.00734.93-0.07737.102.17740.203.10622602335.781352612.21735.00734.91-0.09737.072.16740.563.49637601899.621352321.19725.83725.830.00729.413.58731.412.00638601894.161352371.18724.62724.61-0.01726.702.09728.712.01639601837.881352361.26728.00727.97-0.03730.022.05732.082.06640601838.041352416.38728.00727.95-0.05730.342.39732.352.01641601889.451352415.79727.00726.97-0.03729.042.07731.042.00642601938.151352433.67727.00726.90-0.10728.952.05730.952.00643601986.851352451.55727.00726.88-0.12728.912.03730.942.03644602035.571352469.43727.00726.91-0.09728.972.06730.982.01645602053.331352475.93727.00726.96-0.04729.162.19731.232.08646602094.331352477.37727.00726.94-0.06728.962.02730.962.00647602108.311352501.95728.44728.39-0.05730.422.03732.422.00648602153.721352524.25729.67729.61-0.06731.642.03733.692.05649602199.141352546.55730.91730.84-0.07732.902.06734.922.02650602284.471352598.85733.84733.79-0.05736.072.29738.072.00651602233.551352584.25733.07733.00-0.07735.142.14737.172.03652602182.641352569.64732.31732.25-0.06734.382.13736.392.01653602131.721352555.04731.54731.48-0.06733.572.09735.582.01654602080.811352540.44730.77730.75-0.01732.762.00734.802.05655602029.871352525.83730.00729.87-0.13732.042.17734.082.04656602016.651352520.97730.00729.92-0.08732.052.13734.072.02657601967.931352503.08730.00729.90-0.10731.932.03733.952.02658601919.231352485.19730.00730.000.00732.092.10734.092.00659601870.541352467.30730.00729.94-0.06731.962.02733.972.01660601825.421352450.73730.00730.000.00732.052.04734.082.03661601808.191352497.65733.00732.97-0.03734.992.02737.042.05662601853.311352514.23733.00732.90-0.10734.962.06736.962.01663601902.001352532.11733.00732.96-0.04735.012.05737.022.02664601950.701352550.00733.00732.98-0.02735.032.05737.042.01665601999.421352567.90733.00732.96-0.04735.012.05737.042.03666602019.401352592.98734.00733.91-0.09736.212.30738.212.00667602038.191352610.27735.00734.98-0.02737.062.08739.092.03668602078.171352611.57735.00734.95-0.05737.052.10739.112.06669602129.571352613.23735.00734.90-0.10737.042.13739.072.04670602180.961352614.90735.00734.92-0.08737.052.13739.412.36671602232.351352616.56735.00734.96-0.04737.142.18741.714.57672602283.751352618.23735.00734.93-0.07737.052.12739.592.54673602338.771352619.98735.00734.99-0.01737.092.10739.112.02674602379.231352618.82735.00734.96-0.04737.022.06739.022.00675602422.511352617.57735.00734.97-0.03736.982.01739.072.09676602465.791352616.33735.00734.98-0.02737.002.01739.052.06677602509.071352615.09735.00734.97-0.03737.002.03739.042.04678602552.741352618.41735.25735.21-0.04737.412.20739.412.00
P
R
O
P
O
S
E
D
B
A
S
E

G
R
A
D
E
D
E
V
I
A
T
I
O
N

F
R
O
M
C
L
A
Y

L
I
N
E
R
D
E
V
I
A
T
I
O
N

F
R
O
M
P
R
O
T
E
C
T
I
V
E

C
O
V
E
R
D
E
V
I
A
T
I
O
N

F
R
O
M
P
O
I
N
T
B
A
S
E

G
R
A
D
E
A
S
-
B
U
I
L
T
P
R
O
P
O
S
E
D

B
A
S
E

T
O
A
S
-
B
U
I
L
T
C
L
A
Y

A
S
-
B
U
I
L
T

T
O
A
S
-
B
U
I
L
T
P
R
O
T
E
C
T
I
V
E

C
O
V
E
R
N
U
M
B
E
R
N
O
R
T
H
I
N
G
E
A
S
T
I
N
G
E
L
E
V
A
T
I
O
N
E
L
E
V
A
T
I
O
N
B
A
S
E

A
S
-
B
U
I
L
T
E
L
E
V
A
T
I
O
N
B
A
S
E

A
S
-
B
U
I
L
T
E
L
E
V
A
T
I
O
N
T
O

C
L
A
Y

A
S
B
U
I
L
T
6
7
9
6
0
2
5
9
6
.
4
1
1
3
5
2
6
2
1
.
7
3
7
3
5
.
5
0
7
3
5
.
4
8
-
0
.
0
2
7
3
7
.
7
3
2
.
2
5
7
3
9
.
7
5
2
.
0
2
6
8
0
6
0
2
6
4
0
.
9
7
1
3
5
2
6
5
5
.
6
6
7
3
7
.
4
2
7
3
7
.
4
1
-
0
.
0
1
7
3
9
.
4
2
2
.
0
1
7
4
1
.
4
7
2
.
0
5
6
8
1
6
0
2
5
9
7
.
6
7
1
3
5
2
6
6
5
.
4
0
7
3
7
.
8
8
7
3
7
.
8
2
-
0
.
0
6
7
4
0
.
0
0
2
.
1
8
7
4
2
.
0
6
2
.
0
6
6
8
2
6
0
2
5
5
4
.
3
7
1
3
5
2
6
7
5
.
1
4
7
3
8
.
3
5
7
3
8
.
3
3
-
0
.
0
2
7
4
0
.
3
6
2
.
0
3
7
4
2
.
3
9
2
.
0
3
6
8
3
6
0
2
5
1
0
.
2
0
1
3
5
2
6
5
4
.
6
2
7
3
7
.
1
6
7
3
7
.
0
4
-
0
.
1
2
7
3
9
.
0
9
2
.
0
5
7
4
1
.
0
9
2
.
0
0
6
8
4
6
0
2
5
1
1
.
3
4
1
3
5
2
6
9
4
.
1
6
7
3
9
.
3
2
7
3
9
.
3
0
-
0
.
0
2
7
4
1
.
3
1
2
.
0
1
7
4
3
.
3
2
2
.
0
1
6
8
5
6
0
2
5
1
2
.
4
7
1
3
5
2
7
3
3
.
6
9
7
4
1
.
4
8
7
4
1
.
3
9
-
0
.
0
9
7
4
3
.
4
0
2
.
0
1
7
4
5
.
4
3
2
.
0
3
6
8
6
6
0
2
4
6
8
.
3
3
1
3
5
2
7
0
4
.
7
9
7
3
9
.
8
3
7
3
9
.
8
0
-
0
.
0
3
7
4
1
.
9
4
2
.
1
4
7
4
3
.
9
4
2
.
0
0
6
8
7
6
0
2
4
2
4
.
2
8
1
3
5
2
6
7
5
.
9
6
7
3
8
.
1
9
7
3
8
.
0
7
-
0
.
1
2
7
4
0
.
3
3
2
.
2
6
7
4
2
.
3
3
2
.
0
1
6
8
8
6
0
2
3
8
0
.
0
4
1
3
5
2
6
4
7
.
0
0
7
3
6
.
5
4
7
3
6
.
3
8
-
0
.
1
6
7
3
8
.
5
5
2
.
1
7
7
4
0
.
6
1
2
.
0
6
6
8
9
6
0
2
3
9
0
.
3
1
1
3
5
2
6
7
1
.
7
0
7
3
8
.
0
0
7
3
7
.
9
9
-
0
.
0
1
7
4
0
.
0
3
2
.
0
4
7
4
2
.
0
6
2
.
0
3
6
9
0
6
0
2
3
3
6
.
9
2
1
3
5
2
6
6
9
.
9
6
7
3
8
.
0
0
7
3
8
.
0
0
0
.
0
0
7
4
0
.
0
5
2
.
0
5
7
4
2
.
0
5
2
.
0
0
6
9
1
6
0
2
2
8
1
.
9
0
1
3
5
2
6
6
8
.
1
8
7
3
8
.
0
0
7
3
7
.
9
7
-
0
.
0
3
7
4
0
.
0
2
2
.
0
5
7
4
2
.
0
2
2
.
0
0
6
9
2
6
0
2
2
3
0
.
5
0
1
3
5
2
6
6
6
.
5
3
7
3
8
.
0
0
7
3
7
.
9
5
-
0
.
0
5
7
3
9
.
9
9
2
.
0
4
7
4
2
.
0
2
2
.
0
3
6
9
3
6
0
2
1
7
9
.
1
1
1
3
5
2
6
6
4
.
8
6
7
3
8
.
0
0
7
3
7
.
9
1
-
0
.
0
9
7
3
9
.
9
9
2
.
0
8
7
4
2
.
0
0
2
.
0
1
6
9
4
6
0
2
1
2
7
.
7
1
1
3
5
2
6
6
3
.
1
9
7
3
8
.
0
0
7
3
7
.
9
0
-
0
.
1
0
7
3
9
.
9
3
2
.
0
3
7
4
1
.
9
6
2
.
0
3
6
9
5
6
0
2
0
7
6
.
3
2
1
3
5
2
6
6
1
.
5
3
7
3
8
.
0
0
7
3
7
.
9
3
-
0
.
0
7
7
3
9
.
9
6
2
.
0
3
7
4
1
.
9
6
2
.
0
0
6
9
6
6
0
2
0
3
6
.
3
4
1
3
5
2
6
6
0
.
2
3
7
3
8
.
0
0
7
3
7
.
9
5
-
0
.
0
5
7
4
0
.
0
0
2
.
0
5
7
4
2
.
0
3
2
.
0
3
6
9
7
6
0
2
0
0
6
.
5
0
1
3
5
2
6
5
9
.
2
7
7
3
8
.
0
0
7
3
7
.
9
4
-
0
.
0
6
7
4
0
.
1
4
2
.
2
0
7
4
2
.
2
1
2
.
0
7
6
9
8
6
0
1
9
6
4
.
9
5
1
3
5
2
6
6
1
.
7
7
7
3
9
.
0
0
7
3
8
.
9
1
-
0
.
0
9
7
4
0
.
9
3
2
.
0
2
7
4
2
.
9
4
2
.
0
1
6
9
9
6
0
1
9
8
2
.
1
9
1
3
5
2
6
1
4
.
8
3
7
3
6
.
0
0
7
3
5
.
9
6
-
0
.
0
4
7
3
7
.
9
9
2
.
0
3
7
4
0
.
0
3
2
.
0
3
7
0
0
6
0
1
9
3
3
.
4
7
1
3
5
2
5
9
6
.
9
4
7
3
6
.
0
0
7
3
5
.
9
2
-
0
.
0
8
7
3
8
.
1
3
2
.
2
1
7
4
0
.
1
5
2
.
0
2
7
0
1
6
0
1
9
1
6
.
2
3
1
3
5
2
6
4
3
.
8
7
7
3
9
.
0
0
7
3
8
.
9
7
-
0
.
0
3
7
4
1
.
0
2
2
.
0
5
7
4
4
.
9
8
3
.
9
6
7
0
2
6
0
1
8
6
7
.
5
4
1
3
5
2
6
2
5
.
9
9
7
3
9
.
0
0
7
3
8
.
9
6
-
0
.
0
4
7
4
0
.
9
6
2
.
0
0
7
4
2
.
9
7
2
.
0
1
7
0
3
6
0
1
8
8
4
.
7
7
1
3
5
2
5
7
9
.
0
5
7
3
6
.
0
0
7
3
5
.
9
8
-
0
.
0
2
7
3
8
.
0
3
2
.
0
5
7
4
0
.
0
5
2
.
0
2
7
0
4
6
0
1
8
3
6
.
0
8
1
3
5
2
5
6
1
.
1
6
7
3
6
.
0
0
7
3
5
.
9
5
-
0
.
0
5
7
3
8
.
1
0
2
.
1
5
7
4
0
.
1
3
2
.
0
3
7
0
5
6
0
1
8
1
8
.
8
5
1
3
5
2
6
0
8
.
1
0
7
3
9
.
0
0
7
3
8
.
9
1
-
0
.
0
9
7
4
1
.
0
3
2
.
1
2
7
4
3
.
0
6
2
.
0
3
7
0
6
6
0
1
8
0
1
.
6
1
1
3
5
2
6
5
5
.
0
4
7
4
2
.
0
0
7
4
1
.
9
4
-
0
.
0
6
7
4
3
.
9
6
2
.
0
2
7
4
6
.
0
3
2
.
0
7
7
0
7
6
0
1
8
5
0
.
3
0
1
3
5
2
6
7
2
.
9
2
7
4
2
.
0
0
7
4
1
.
9
5
-
0
.
0
5
7
4
4
.
0
2
2
.
0
7
7
4
6
.
0
2
2
.
0
0
7
0
8
6
0
1
8
9
9
.
0
0
1
3
5
2
6
9
0
.
8
1
7
4
2
.
0
0
7
4
1
.
9
2
-
0
.
0
8
7
4
3
.
9
6
2
.
0
4
7
4
6
.
0
1
2
.
0
5
7
0
9
6
0
1
9
4
7
.
7
2
1
3
5
2
7
0
8
.
7
0
7
4
2
.
0
0
7
4
1
.
9
4
-
0
.
0
6
7
4
3
.
9
5
2
.
0
1
7
4
5
.
9
6
2
.
0
1
7
1
0
6
0
1
9
9
3
.
6
1
1
3
5
2
7
2
5
.
5
6
7
4
2
.
0
0
7
4
1
.
9
6
-
0
.
0
4
7
4
4
.
1
1
2
.
1
5
7
4
6
.
1
1
2
.
0
0
7
1
1
6
0
2
0
3
4
.
4
9
1
3
5
2
7
1
0
.
2
0
7
4
1
.
0
0
7
4
0
.
9
8
-
0
.
0
2
7
4
3
.
2
0
2
.
2
2
7
4
5
.
2
2
2
.
0
2
7
1
2
6
0
2
0
7
4
.
4
7
1
3
5
2
7
1
1
.
5
0
7
4
1
.
0
0
7
4
0
.
9
6
-
0
.
0
4
7
4
3
.
1
1
2
.
1
5
7
4
5
.
1
3
2
.
0
2
7
1
3
6
0
2
1
2
5
.
8
6
1
3
5
2
7
1
3
.
1
6
7
4
1
.
0
0
7
4
0
.
9
7
-
0
.
0
3
7
4
2
.
9
9
2
.
0
2
7
4
5
.
0
2
2
.
0
3
7
1
4
6
0
2
1
7
7
.
2
6
1
3
5
2
7
1
4
.
8
3
7
4
1
.
0
0
7
4
0
.
9
5
-
0
.
0
5
7
4
3
.
1
3
2
.
1
8
7
4
5
.
1
6
2
.
0
3
7
1
5
6
0
2
2
2
8
.
6
5
1
3
5
2
7
1
6
.
4
9
7
4
1
.
0
0
7
4
0
.
9
7
-
0
.
0
3
7
4
3
.
0
3
2
.
0
6
7
4
5
.
0
5
2
.
0
2
7
1
6
6
0
2
2
8
0
.
0
4
1
3
5
2
7
1
8
.
1
6
7
4
1
.
0
0
7
4
0
.
9
9
-
0
.
0
1
7
4
3
.
0
3
2
.
0
4
7
4
5
.
0
6
2
.
0
3
7
1
7
6
0
2
3
3
5
.
0
7
1
3
5
2
7
1
9
.
9
4
7
4
1
.
0
0
7
4
0
.
9
6
-
0
.
0
4
7
4
3
.
0
2
2
.
0
6
7
4
5
.
0
9
2
.
0
7
7
1
8
6
0
2
3
8
8
.
4
6
1
3
5
2
7
2
1
.
6
7
7
4
1
.
0
0
7
4
0
.
9
8
-
0
.
0
2
7
4
3
.
2
0
2
.
2
2
7
4
5
.
2
3
2
.
0
3
7
1
9
6
0
2
4
4
1
.
5
3
1
3
5
2
7
2
3
.
3
9
7
4
1
.
0
0
7
4
1
.
0
0
0
.
0
0
7
4
3
.
1
4
2
.
1
4
7
4
5
.
1
4
2
.
0
0
7
2
0
6
0
2
4
8
5
.
6
3
1
3
5
2
7
4
3
.
7
9
7
4
2
.
1
4
7
4
2
.
1
3
-
0
.
0
1
7
4
4
.
1
4
2
.
0
1
7
4
6
.
1
4
2
.
0
0
7
2
1
6
0
2
4
3
9
.
6
7
1
3
5
2
7
7
3
.
3
6
7
4
4
.
0
0
7
4
3
.
8
7
-
0
.
1
3
7
4
5
.
8
7
2
.
0
0
7
4
7
.
9
0
2
.
0
2
7
2
2
6
0
2
3
8
6
.
6
1
1
3
5
2
7
7
1
.
6
4
7
4
4
.
0
0
7
4
3
.
9
8
-
0
.
0
2
7
4
6
.
0
3
2
.
0
5
7
4
8
.
0
8
2
.
0
5
7
2
3
6
0
2
3
3
3
.
2
2
1
3
5
2
7
6
9
.
9
1
7
4
4
.
0
0
7
4
3
.
8
9
-
0
.
1
1
7
4
5
.
9
5
2
.
0
6
7
4
7
.
9
6
2
.
0
1
7
2
4
6
0
2
2
7
8
.
1
9
1
3
5
2
7
6
8
.
1
2
7
4
4
.
0
0
7
4
3
.
9
1
-
0
.
0
9
7
4
5
.
9
3
2
.
0
1
7
4
7
.
9
6
2
.
0
4
7
2
5
6
0
2
2
2
6
.
8
0
1
3
5
2
7
6
6
.
4
6
7
4
4
.
0
0
7
4
3
.
9
5
-
0
.
0
5
7
4
6
.
0
9
2
.
1
4
7
4
8
.
0
9
2
.
0
0
7
2
6
6
0
2
1
7
5
.
4
1
1
3
5
2
7
6
4
.
7
9
7
4
4
.
0
0
7
4
3
.
8
6
-
0
.
1
4
7
4
6
.
0
8
2
.
2
2
7
4
8
.
0
8
2
.
0
0
7
2
7
6
0
2
1
2
4
.
0
1
1
3
5
2
7
6
3
.
1
3
7
4
4
.
0
0
7
4
3
.
9
1
-
0
.
0
9
7
4
5
.
9
4
2
.
0
3
7
4
8
.
0
1
2
.
0
7
7
2
8
6
0
2
0
7
2
.
6
2
1
3
5
2
7
6
1
.
4
7
7
4
4
.
0
0
7
4
3
.
9
8
-
0
.
0
2
7
4
6
.
0
3
2
.
0
5
7
4
8
.
0
6
2
.
0
3
7
2
9
6
0
2
0
3
2
.
6
4
1
3
5
2
7
6
0
.
1
7
7
4
4
.
0
0
7
4
3
.
9
5
-
0
.
0
5
7
4
5
.
9
7
2
.
0
2
7
4
8
.
0
6
2
.
0
9
7
3
0
6
0
1
9
9
2
.
3
8
1
3
5
2
7
5
8
.
8
7
7
4
4
.
0
0
7
4
3
.
9
9
-
0
.
0
1
7
4
6
.
0
4
2
.
0
5
7
4
8
.
0
5
2
.
0
1
7
3
1
6
0
1
9
3
4
.
1
6
1
3
5
2
7
5
6
.
9
8
7
4
4
.
0
0
7
4
3
.
9
7
-
0
.
0
3
7
4
6
.
0
6
2
.
0
9
7
4
8
.
0
7
2
.
0
1
7
3
2
6
0
1
8
8
1
.
7
7
1
3
5
2
7
3
7
.
7
4
7
4
4
.
0
0
7
4
3
.
9
2
-
0
.
0
8
7
4
5
.
9
6
2
.
0
4
7
4
8
.
0
1
2
.
0
5
7
3
3
6
0
1
8
3
3
.
0
7
1
3
5
2
7
1
9
.
8
5
7
4
4
.
0
0
7
4
3
.
8
4
-
0
.
1
6
7
4
5
.
9
2
2
.
0
8
7
4
7
.
9
7
2
.
0
5
7
3
4
6
0
1
8
1
5
.
8
4
1
3
5
2
7
6
6
.
7
9
7
4
5
.
0
0
7
4
4
.
9
3
-
0
.
0
8
7
4
6
.
9
3
2
.
0
1
7
4
8
.
9
6
2
.
0
3
7
3
5
6
0
1
8
6
4
.
5
4
1
3
5
2
7
8
4
.
6
8
7
4
5
.
0
0
7
4
4
.
9
2
-
0
.
0
8
7
4
6
.
9
6
2
.
0
4
7
4
8
.
9
6
2
.
0
1
7
3
6
6
0
1
8
8
7
.
1
8
1
3
5
2
7
9
2
.
9
9
7
4
5
.
0
0
7
4
4
.
9
6
-
0
.
0
4
7
4
7
.
1
9
2
.
2
3
7
4
9
.
2
1
2
.
0
2
7
3
7
6
0
1
8
4
0
.
5
5
1
3
5
2
8
2
8
.
7
3
7
4
6
.
0
0
7
4
5
.
9
9
-
0
.
0
1
7
4
8
.
0
2
2
.
0
3
7
5
0
.
0
3
2
.
0
0
7
3
8
6
0
1
8
8
8
.
3
3
1
3
5
2
8
2
7
.
3
6
7
4
6
.
0
0
7
4
5
.
9
9
-
0
.
0
1
7
4
8
.
0
0
2
.
0
1
7
5
0
.
0
1
2
.
0
1
7
3
9
6
0
1
9
3
6
.
1
4
1
3
5
2
8
2
5
.
9
9
7
4
6
.
0
0
7
4
5
.
9
0
-
0
.
1
0
7
4
7
.
9
4
2
.
0
4
7
4
9
.
9
4
2
.
0
0
7
4
0
6
0
1
9
8
9
.
9
5
1
3
5
2
8
2
4
.
4
4
7
4
6
.
0
0
7
4
5
.
8
9
-
0
.
1
1
7
4
7
.
9
1
2
.
0
2
7
4
9
.
9
5
2
.
0
4
7
4
1
6
0
2
0
3
0
.
3
0
1
3
5
2
8
2
3
.
2
8
7
4
6
.
0
0
7
4
5
.
8
7
-
0
.
1
3
7
4
7
.
9
8
2
.
1
1
7
5
0
.
0
4
2
.
0
6
7
4
2
6
0
2
0
7
0
.
3
7
1
3
5
2
8
2
2
.
1
3
7
4
6
.
0
0
7
4
5
.
9
8
-
0
.
0
2
7
4
8
.
1
2
2
.
1
4
7
5
0
.
1
5
2
.
0
3
7
4
3
6
0
2
1
2
1
.
8
8
1
3
5
2
8
2
0
.
6
5
7
4
6
.
0
0
7
4
5
.
9
7
-
0
.
0
3
7
4
7
.
9
8
2
.
0
1
7
5
0
.
0
2
2
.
0
4
7
4
4
6
0
2
1
7
3
.
3
9
1
3
5
2
8
1
9
.
1
7
7
4
6
.
0
0
7
4
5
.
9
8
-
0
.
0
2
7
4
8
.
0
7
2
.
0
9
7
5
0
.
0
9
2
.
0
2
7
4
5
6
0
2
2
2
4
.
9
0
1
3
5
2
8
1
7
.
6
9
7
4
6
.
0
0
7
4
5
.
9
7
-
0
.
0
3
7
4
8
.
0
2
2
.
0
4
7
5
0
.
0
6
2
.
0
4
7
4
6
6
0
2
2
7
6
.
4
1
1
3
5
2
8
1
6
.
2
1
7
4
6
.
0
0
7
4
5
.
8
6
-
0
.
1
4
7
4
8
.
0
0
2
.
1
4
7
5
0
.
0
2
2
.
0
2
7
4
7
6
0
2
3
3
1
.
5
6
1
3
5
2
8
1
4
.
6
3
7
4
6
.
0
0
7
4
5
.
8
8
-
0
.
1
2
7
4
7
.
8
9
2
.
0
1
7
4
9
.
9
0
2
.
0
1
7
5
0
6
0
2
1
2
0
.
0
3
1
3
5
2
8
7
0
.
7
3
7
4
6
.
9
7
7
4
6
.
9
7
0
.
0
0
7
4
8
.
9
9
2
.
0
2
7
5
1
.
0
3
2
.
0
3
7
5
1
6
0
2
0
6
8
.
5
1
1
3
5
2
8
7
2
.
2
0
7
4
6
.
9
7
7
4
6
.
9
6
-
0
.
0
1
7
4
9
.
1
3
2
.
1
7
7
5
1
.
1
9
2
.
0
6
7
5
2
6
0
2
0
2
8
.
4
4
1
3
5
2
8
7
3
.
3
6
7
4
6
.
9
7
7
4
6
.
9
2
-
0
.
0
5
7
4
9
.
1
8
2
.
2
6
7
5
1
.
1
8
2
.
0
1
7
5
3
6
0
1
9
8
8
.
0
9
1
3
5
2
8
7
4
.
5
1
7
4
6
.
9
7
7
4
6
.
9
5
-
0
.
0
2
7
4
9
.
1
2
2
.
1
6
7
5
1
.
1
5
2
.
0
3
7
5
4
6
0
1
9
3
7
.
5
8
1
3
5
2
8
7
5
.
9
6
7
4
6
.
9
9
7
4
6
.
9
9
0
.
0
0
7
4
9
.
1
3
2
.
1
4
7
5
1
.
1
5
2
.
0
2
7
5
5
6
0
1
8
8
9
.
7
6
1
3
5
2
8
7
7
.
3
4
7
4
7
.
0
4
7
4
7
.
0
4
0
.
0
0
7
4
9
.
2
0
2
.
1
6
7
5
1
.
2
0
2
.
0
0
7
5
6
6
0
1
8
4
1
.
9
9
1
3
5
2
8
7
8
.
7
1
7
4
7
.
0
9
7
4
7
.
0
9
0
.
0
0
7
4
9
.
2
3
2
.
1
4
7
5
1
.
2
4
2
.
0
1
7
6
9
6
0
2
6
8
2
.
1
3
1
3
5
2
5
7
2
.
0
1
7
3
6
.
0
0
7
3
5
.
9
8
-
0
.
0
2
7
3
8
.
3
7
2
.
3
9
7
4
1
.
9
3
3
.
5
6
7
7
0
6
0
2
7
2
3
.
1
0
1
3
5
2
5
2
5
.
0
6
7
5
0
.
1
0
7
5
0
.
0
7
-
0
.
0
3
7
5
0
.
1
6
N

/

A
7
5
2
.
1
7
2
.
0
1
7
7
1
6
0
2
6
4
0
.
0
9
1
3
5
2
6
2
5
.
0
6
7
3
5
.
7
5
7
3
5
.
7
0
-
0
.
0
5
7
3
7
.
8
9
2
.
1
9
7
3
9
.
9
1
2
.
0
2
7
7
2
6
0
2
4
6
7
.
0
6
1
3
5
2
6
6
0
.
5
6
7
3
7
.
4
2
7
3
7
.
3
9
-
0
.
0
3
7
3
9
.
4
0
2
.
0
1
7
4
1
.
4
1
2
.
0
1
7
7
3
6
0
2
4
2
3
.
3
5
1
3
5
2
6
4
6
.
7
3
7
3
6
.
6
0
7
3
6
.
5
4
-
0
.
0
6
7
3
8
.
5
8
2
.
0
4
7
4
0
.
6
0
2
.
0
1
8
3
7
6
0
2
3
2
2
.
0
2
1
3
5
2
6
0
3
.
4
1
7
3
8
.
0
4
7
3
7
.
9
1
-
0
.
1
3
7
3
8
.
0
5
N

/

A
7
4
3
.
3
7
5
.
3
2
8
3
8
6
0
2
2
9
5
.
4
6
1
3
5
2
5
8
3
.
4
5
7
3
7
.
4
4
7
3
7
.
4
0
-
0
.
0
4
7
3
7
.
4
7
N

/

A
7
4
2
.
0
8
4
.
6
1
8
3
9
6
0
2
2
5
5
.
5
5
1
3
5
2
5
5
3
.
4
6
7
3
5
.
9
4
7
3
5
.
7
5
-
0
.
1
9
7
3
6
.
1
3
N

/

A
7
4
0
.
4
8
4
.
3
5
8
4
0
6
0
2
2
1
5
.
6
3
1
3
5
2
5
2
3
.
4
6
7
3
4
.
4
5
7
3
4
.
3
1
-
0
.
1
4
7
3
4
.
4
6
N

/

A
7
3
8
.
7
1
4
.
2
5
8
4
1
6
0
2
1
7
5
.
7
2
1
3
5
2
4
9
3
.
4
7
7
3
2
.
9
5
7
3
2
.
7
6
-
0
.
1
9
7
3
2
.
9
7
N

/

A
7
3
6
.
7
8
3
.
8
0
8
4
2
6
0
2
1
3
5
.
8
0
1
3
5
2
4
6
3
.
4
7
7
3
1
.
4
5
7
3
1
.
2
8
-
0
.
1
7
7
3
1
.
5
2
N

/

A
7
3
6
.
0
3
4
.
5
1
8
4
3
6
0
2
0
9
5
.
8
7
1
3
5
2
4
3
3
.
4
6
7
3
0
.
0
0
7
2
9
.
8
5
-
0
.
1
5
7
3
0
.
1
2
N

/

A
7
3
4
.
4
0
4
.
2
8
8
4
4
6
0
2
0
5
8
.
1
5
1
3
5
2
4
0
7
.
9
3
7
3
0
.
0
0
7
2
9
.
9
7
-
0
.
0
3
7
3
0
.
0
7
N

/

A
7
3
4
.
1
9
4
.
1
2
8
4
5
6
0
2
0
1
2
.
7
7
1
3
5
2
3
8
0
.
9
4
7
3
1
.
4
9
7
3
1
.
3
2
-
0
.
1
7
7
3
1
.
5
6
N

/

A
7
3
3
.
5
7
2
.
0
1
8
4
6
6
0
1
9
6
7
.
4
1
1
3
5
2
3
5
3
.
9
6
7
3
3
.
0
6
7
2
9
.
5
1
-
3
.
5
5
7
3
1
.
6
2
2
.
1
1
7
3
3
.
6
5
2
.
0
3
8
4
7
6
0
1
9
2
5
.
0
9
1
3
5
2
3
1
3
.
2
0
7
3
4
.
3
1
7
3
2
.
2
6
-
2
.
0
5
7
3
4
.
4
6
2
.
2
0
7
3
6
.
5
1
2
.
0
5
8
5
0
6
0
1
8
9
0
.
3
1
1
3
5
2
2
2
5
.
6
5
7
3
7
.
2
3
7
3
7
.
1
9
-
0
.
0
4
7
3
9
.
2
1
2
.
0
2
7
4
1
.
2
3
2
.
0
2
8
5
1
6
0
1
8
4
8
.
1
0
1
3
5
2
2
0
9
.
1
8
7
3
8
.
1
6
7
3
8
.
1
2
-
0
.
0
4
7
4
0
.
1
4
2
.
0
2
7
4
2
.
1
5
2
.
0
1
8
5
2
6
0
1
8
0
8
.
1
3
1
3
5
2
1
9
3
.
5
0
7
3
9
.
0
9
7
3
8
.
9
7
-
0
.
1
2
7
4
0
.
9
8
2
.
0
1
7
4
3
.
0
6
2
.
0
7
8
5
3
6
0
1
7
6
8
.
1
2
1
3
5
2
1
7
7
.
8
9
7
3
8
.
9
6
7
3
8
.
9
6
0
.
0
0
7
4
1
.
3
1
2
.
3
5
7
4
3
.
3
8
2
.
0
7
8
5
4
6
0
1
7
2
8
.
5
4
1
3
5
2
1
6
1
.
2
5
N

/

A
7
4
0
.
9
5
N

/

A
7
4
2
.
9
5
2
.
0
0
7
4
4
.
9
7
2
.
0
2
Force Main – Dual Containment Pipe
Force Main Valves, Fittings and Appurtenances
Force Main As-Built
Pump Station Vault
Drawn By
R
R
HD Supply Salesman
Date
HD Supply shall maintain a tolerance of +/- .5" for all dimensions shown for fabricated items.
HD Supply shall maintain a tolerance of +/- 2 degrees for fabricated elbows, tees, and wyes
Any changes to these tolerances requested by the customer, must be approved by HD Supply.
Tolerances on parts with required machining will vary and should be requested by the customer
and confrimed by HD Supply prior to fabrication beginning.
98 Black Betsy Btm Rd
Poca, WV 25159
Scott Boden
1-5-2017
Gaston County
Municiple Solid Waste
Unit II Phase 2
Approved
By:__________________
Date:_______________
12'-6"
7'
4'
2"
2"
2'
9'
8'
1'-114"1'-234"
2'2"
Ø9'-7"
9'
9'
Anti-Floatation Ring
9'x9'x2" Thick HDPE Bottom
6"x8"x1" HDPE Pads for installation
of "Electrical Cable Sliding Brackets"
4" DIPS SDR 11 HDPE
12" SDR 11 HDPE Pipe4" DIPS SDR 11 HDPE
12" SDR 11 HDPE Pipe
96" Class 100 Profile Wall HDPE Pipe
Anti-Floatation Ring9' 7" Diameter4" DIPS SDR 11 HDPE
6"x8"x1" HDPE Pads for installation
of "Electrical Cable Sliding Brackets"
Leachate Pump Station PS-4
Rick Kemp
Pumps
Patented self cleaning semi-open channel impeller, ideal f or pumping in
waste water applications. Possible to be upgraded with Guide-pin®
f or ev en better clogging resistance. Modular based design with highadaptation grade.
Head
256 135mm256 135mm
56.5%
Eff.
0
4
8
12
16
20
24
28
32
36
40
44
48
52
56
60
64
68
72
76
80
84
88
92
96
100
104
108
[ft]
050100150200250300350400450[US g.p.m.]
Impeller
Frequency
Motor
Rated v oltage
-
Rated power
Rated speed
Number of poles
Rated current
460 V
60 Hz
6.5 hp
2
3440 rpm
8.2 A
NP 3102 SH 3~ 256
Motor #
3~
Inlet diameter
Ø3"11"2"4"8"
Z Z
Z - Z
CP,NP 3102 HT,SH
Weight
2 1 8
caleS
Dr awn
Reg no
Dat ebyCheckedby
DRAW ING
AUTOCAD
Denom inat ionDimensional drwg
33
81534118
4916938
234
36122638
738
558834
238
978BOLT Ø34 (4x)
15 3 4 *10 5 8 33 8231 2 5 5 8 73 8
18"
6"
DIMENSION TO ENDS OF GUIDE BARS*
VIEWCL OF DISCH
REF.LINE
REF.LINE
(TO FURTHEST POINT)
MIN LEVEL
REF.LINE
GUIDE BARS2"
5385500 5
5399
080814NK
Ø3"
(lbs)
PumpDisch
23580
Impeller diameter 135 mm
Number of blades 2
N3102.095 18-10-2AL-W 6.5hp
Stator v ariant 12
Phases
Starting current 56 A
Technical specification
Note: Picture might not correspond to the current configuration.
Power f actor
Pump Ef f iciency
1/1 Load
3/4 Load
1/2 Load
1/1 Load
3/4 Load1/2 Load
0.94
0.94
0.91
78.9 %
80.5 %79.6 %
80 mm
Curve ISO
P - Semi permanent, WetInstallation:
Configuration
Impeller material Hard-Iron ™
General
Discharge Flange Diameter 3 1/8 inch
Water, pure
Last updateCreated on
2017-01-19
Created byProject IDProject
Head
Pump Efficiency
Overall Efficiency
Power input P1
Shaft power P2
NPSH-values
256 135mm256 135mm
56.5%
Eff.
74.1 ft
44.1 %
35 %
6.26 hp
7.9 hp
9.58 ft 148 US g.p.m.
256 135mm256 135mm
74.1 ft
44.1 %
35 %
6.26 hp
7.9 hp
9.58 ft 148 US g.p.m.
256 135mm256 135mm
74.1 ft
44.1 %
35 %
6.26 hp
7.9 hp
9.58 ft 148 US g.p.m.
256 135mm (P2)256 135mm (P2)
74.1 ft
44.1 %
35 %
6.26 hp
7.9 hp
9.58 ft 148 US g.p.m.
256 135mm (P1)256 135mm (P1)
74.1 ft
44.1 %
35 %
6.26 hp
7.9 hp
9.58 ft 148 US g.p.m.
256 135mm256 135mm
74.1 ft
44.1 %
35 %
6.26 hp
7.9 hp
9.58 ft 148 US g.p.m.
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
105
[ft]
0
10
20
30
40
50
[%]
0
2
4
6
[hp]
5
10
15
20
[ft]
050100150200250300350400450[US g.p.m.]
Motor #
60 Hz
Phases 3~
460 V
Number of poles 2
Rated power 6.5 hp
Starting current
Rated current 8.2 A
Rated speed 3440 rpm
N3102.095 18-10-2AL-W 6.5hp
Stator variant
Number of blades2
Power factor
NP 3102 SH 3~ 256
Inlet diameter
Performance curve
Pump
Impeller diameter55/16"
Motor
Rated voltage
56 A
Pump Efficiency
1/1 Load
3/4 Load
1/2 Load
1/1 Load
3/4 Load
1/2 Load
Frequency
120.94
78.9 %
0.94
0.91
80.5 %
79.6 %
80 mm
Curve ISO
Flow Head ISO_9906_Grade_1Grade
150 US g.p.m. 76.6 ft No
Duty point Guarantee
Discharge Flange Diameter 3 1/8 inch
Water, pure
Last updateCreated on
2017-01-19
Created byProject IDProject
Head
256 135mm
56.5%
Eff.
74.1 ft
148 US g.p.m.0
4
8
12
16
20
24
28
32
36
40
44
48
52
56
60
64
68
72
76
80
84
88
92
96
100
104
108
[ft]
050100150200250300350400450[US g.p.m.]
1
NP 3102 SH 3~ 256
Duty Analysis
Curve ISO
Individual pump Total
1 148 US g.p.m. 74.1 ft 6.26 hp 148 US g.p.m. 74.1 ft 6.26 hp 44.1 % 665 kWh/US MG 9.58 ft
Pumps running Specific
/System Flow Head Shaft power Flow Head Shaft power Pump eff. energy NPSHre

Water, pure
Curve issue 12
Last updateCreated on
2017-01-19
Created byProject IDProject
Head
Pump Efficiency
Overall Efficiency
Power input P1
Shaft power P2
NPSH-values
55 Hz55 Hz
56.5%
50 Hz50 Hz
56.5%
45 Hz45 Hz
56.5%
40 Hz40 Hz
56.5%
256 135mm256 135mm
56.5%
Eff.
55 Hz55 Hz50 Hz50 Hz45 Hz45 Hz40 Hz40 Hz256 135mm256 135mm55 Hz55 Hz50 Hz50 Hz45 Hz45 Hz40 Hz40 Hz256 135mm256 135mm
55 Hz55 Hz
50 Hz50 Hz
45 Hz45 Hz
40 Hz40 Hz
256 135mm (P2)256 135mm (P2)55 Hz55 Hz
50 Hz50 Hz
45 Hz45 Hz
40 Hz40 Hz
256 135mm (P1)256 135mm (P1)
55 Hz55 Hz
50 Hz50 Hz
45 Hz45 Hz
40 Hz40 Hz
256 135mm256 135mm
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
105
110
[ft]
0
10
20
30
40
50
[%]
0
1
2
3
4
5
6
7
[hp]
4
8
12
16
20
24
[ft]
050100150200250300350400450[US g.p.m.]
NP 3102 SH 3~ 256
VFD Curve
Curve ISO
Last updateCreated on
2017-01-19
Created byProject IDProject
Head
55 Hz
56.5%
50 Hz
56.5%
45 Hz
56.5%
40 Hz
56.5%
256 135mm
56.5%
Eff.
74.1 ft
148 US g.p.m.0
4
8
12
16
20
24
28
32
36
40
44
48
52
56
60
64
68
72
76
80
84
88
92
96
100
104
108
[ft]
050100150200250300350400450[US g.p.m.]
1
NP 3102 SH 3~ 256
VFD Analysis
Curve ISO
1 60 Hz 148 US g.p.m. 74.1 ft 6.26 hp 148 US g.p.m. 74.1 ft 6.26 hp 44.1 % 665 kWh/US MG 9.58 ft1 55 Hz 135 US g.p.m. 62.3 ft 4.82 hp 135 US g.p.m. 62.3 ft 4.82 hp 44.1 % 551 kWh/US MG 8.34 ft1 50 Hz 123 US g.p.m. 51.5 ft 3.62 hp 123 US g.p.m. 51.5 ft 3.62 hp 44.1 % 457 kWh/US MG 7.16 ft
1 45 Hz 111 US g.p.m. 41.7 ft 2.64 hp 111 US g.p.m. 41.7 ft 2.64 hp 44.1 % 380 kWh/US MG 6.05 ft
1 40 Hz 98.4 US g.p.m. 32.9 ft 1.86 hp 98.4 US g.p.m. 32.9 ft 1.86 hp 44.1 % 318 kWh/US MG 5.01 ft
Pumps running Specific
/System Frequency Flow Head Shaft power Flow Head Shaft power Hyd eff. energy NPSHre

Last updateCreated on
2017-01-19
Created byProject IDProject
NP 3102 SH 3~ 256
Dimensional drawing
Ø3"11"2"4"8"
Z Z
Z - Z
CP,NP 3102 HT,SH
Weight
2 1 8
caleS
Drawn
Reg no
Date
by
Checked
by
DRAWING
AUTOCAD
Denomination
Dimensional drwg
3381534
11
8
49
16938
23
4
361
2
263
8
738
55
883
4
23
8
97
8BOLT Ø3
4
(4x)
15 3 4 *10 5 8 3 3 8231 2 5 5 8 7 3 8
18"
6"
DIMENSION TO ENDS OF GUIDE BARS*
VIEWCL OF DISCH
REF.LINE
REF.LINE
(TO FURTHEST POINT)
MIN LEVEL
REF.LINE
GUIDE BARS2"
5385500 5
5399
080814NK
Ø3"
(lbs)
PumpDisch
23580
Last updateCreated on
2017-01-19
Created byProject IDProject
Valve Vault
D
r
a
w
n

B
y
R
R
H
D

S
u
p
p
l
y

S
a
l
e
s
m
a
n
D
a
t
e
A
p
p
r
o
v
e
d
B
y
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D
a
t
e
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D
r
a
w
i
n
g

A
p
p
r
o
v
a
l

m
u
s
t

b
e

s
i
g
n
e
d

a
n
d
d
a
t
e
d

b
e
f
o
r
e

f
a
b
r
i
c
a
t
i
o
n

c
a
n

b
e
g
i
n
.
HD Supply shall maintain a tolerance of +/
-

.
5
"

f
o
r

a
l
l

d
i
m
e
n
s
i
o
n
s

s
h
o
w
n

f
o
r

f
a
b
r
i
c
a
t
e
d

i
t
e
m
s
.
HD Supply shall maintain a tolerance of +/
-

2

d
e
g
r
e
e
s

f
o
r

f
a
b
r
i
c
a
t
e
d

e
l
b
o
w
s
,

t
e
e
s
,

a
n
d

w
y
e
s
Any changes to these tolerances requested

b
y

t
h
e

c
u
s
t
o
m
e
r
,

m
u
s
t

b
e

a
p
p
r
o
v
e
d

b
y

H
D

S
u
p
p
l
y
.
Tolerances on parts with required machini
n
g

w
i
l
l

v
a
r
y

a
n
d

s
h
o
u
l
d

b
e

r
e
q
u
e
s
t
e
d

b
y

t
h
e

c
u
s
t
o
m
e
r
and confrimed by HD Supply prior to fabric
a
t
i
o
n

b
e
g
i
n
n
i
n
g
.
9
8

B
l
a
c
k

B
e
t
s
y

B
t
m

R
d
P
o
c
a
,

W
V

2
5
1
5
9
S
c
o
t
t

B
o
d
e
n
1
-
6
-
2
0
1
7
F
M
H
a
l
l
i
d
a
y

S
1
R

H
a
t
c
h
Halliday
S
1
R

H
a
t
c
h
1
'
-
6
"
2'
6
'
1
2
'
P
i
p
e

S
u
p
p
o
r
t

S
t
a
n
d
(
T
y
p
.

4

P
l
a
c
e
s
)
4" Pl
u
g

V
a
l
v
e
(Typ

2

P
l
a
c
e
s
)
4" Check
V
a
l
v
e
(Typ. 2 Pl
a
c
e
s
)
Bau
e
r

L
a
d
d
e
r

C
o
r
p
Utili
t
y

L
a
d
d
e
r
B
a
u
e
r

L
a
d
d
e
r

C
o
r
p
U
t
i
l
i
t
y

L
a
d
d
e
r
4"

S
D
R

1
1

F
l
a
n
g
e

A
d
a
p
t
e
r
w
/

B
a
c
k
i
n
g

R
i
n
g
(T
y
p
.

8

P
l
a
c
e
s
)
4
"
x
2
"

R
e
d
u
c
e
r
(
T
y
p
.

2

P
l
a
c
e
s
)
V
a
u
l
t

c
o
n
s
t
r
u
c
t
e
d

f
r
o
m

2
"

t
h
i
c
k

H
D
P
E

P
l
a
t
e
o
n

t
h
e

t
o
p
,

b
o
t
t
o
m

a
n
d

s
i
d
e
s
.
S
i
d
e
s

a
r
e

g
u
s
s
e
t
e
d

w
i
t
h

2
"

t
h
i
c
k

x

3
"

w
i
d
e
g
u
s
s
e
t
s
.
2
'
1
0
x

I
n
s
i
d
e

D
i
a
m
e
t
e
r

S
t
r
a
i
g
h
t
R
u
n

f
o
r

F
l
o
w
m
e
t
e
r
1
'
-
8
3
1
6
"
G
a
s
t
o
n

C
o
u
n
t
y
M
u
n
i
c
i
p
l
e

S
o
l
i
d

W
a
s
t
e
U
n
i
t

I
I

P
h
a
s
e

2
V
a
l
v
e

V
a
u
l
t
6
'
-
8
"
S
i
d
e
s

a
r
e

g
u
s
s
e
t
e
d

w
i
t
h

2
"

t
h
i
c
k

x

3
"

w
i
d
e
g
u
s
s
e
t
s
.
Pump Station Inspection and Start-Up

Page 1 | 3
GASTON COUNTY
UNIT II, PHASE 2

LEACHATE PUMP STATION INSPECTION CHECKLIST

SITE
 Check grading and slope for proper drainage and stabilization
 Inspect grounds
 Ensure that all debris has been removed from site
WETWELL
 Inspect exterior (HDPE wetwell)
 Inspect penetrations (discharge piping, conduits, etc.)
 Check proper operation of aluminum hatch and placement per approved design
 Check and verify opening of hatch to accommodate pump extraction
 Verify operating range of floats per approved design
 Inspect alignment of discharge piping
 Inspect paint used on piping (none HDPE piping)
 Inspect alignment of poly ladder rungs, ladder placement, and ladder mast bracket (no ladder)
PUMPS
 Check for ease of removal, alignment of rails and proper sealing at disconnect flange
 Inspect for any damage to finish coat on pump
 Inspect power cord and cord placement
VALVE VAULT
 Inspect interior (HDPE vault)
 Inspect all mechanical piping (HDR SDR-11 pipe materials)
 Inspect alignment of discharge piping
 Verify valves and flow meter are correct size and type
 Check and verify opening of hatch
PIPING
 Ensure alignment of discharge piping between wetwell and valve vault

Page 2 | 3
ELECTRICAL
 Verify conduit seal-offs
 Verify that pump motor leads are a continuous run from pump to control panel
 Verify the usage of stainless steel strain reliefs on all pump and float cords
 Verify pressure transducer installation
 Verify seal-offs are located in vault, and that all conduit penetrations are sealed
 Ensure that ground rods are installed for access per Specification
CONTROL PANEL
 Ensure that wiring schematic is provided
 Ensure that "control" side of panel is oriented facing the wetwell
 Verify UL labeling
 Inspect enclosure for damage
 Verify alarm is operational
 General inspection of field wiring
 Conduct operation test of controls
 Pump supplier O&M training
TELEMETRY SYSTEM
 Visually verify all components have been provided and pre-wired (all associated wiring, alarm points, etc.)
 Check communication link to data logger
 Inspect field wiring
OPERATIONS TEST - PUMP SYSTEM
 Ensure contractor and contractor's representatives are present during start-up (electrician, control panel
manufacturer, pump manufacturer, mechanical, etc. - generator manufacturer optional)
 Verify pump rotation, reverse leads if necessary
 Draw-Down Test – Record actual GPM and compare to design specifications (check both pumps)
 Add water to system and/or simulate flow; confirm operation of liquid level control and alarm system
 Test "high-water" and "low-water" alarms
 Verify wetwell level operational set points during operational testing
 Note any unusual noises/vibration
 Verify pump control and auto operations
 Verify data logger functionality – wetwell level, pumping rate, total pumpage, pump run times, and alarms

Page 3 | 3
OPERATIONS & MAINTENANCE MANUALS
 Contractor provision of O&M manuals
 Check for detailed equipment literature
Submersible pumps
Plug valves
Check valves
Control panel
Wiring schematic
Magnetic flow meter
Data logger
VFDs

APPENDIX I
Field Inspection Reports
Draper Aden Associates
SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 12-01-16
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 62°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 0
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 0
Smooth Drum Roller 1 0

DESCRIPTION OF WORK:

Collected samples for the clay liner and drainage layer.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

Page 1 of 13
SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 12-03-16
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 62°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 2 Articulated Dump Truck 2 2
Rubber Tire Backhoe 0 0
Dozer 3 3
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K installed the underdrain pipe for the new cell. The pipe was placed per the detail. It was bedded in stone and then
covered. Once covered the stone was then wrapped in fabric.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures
Page 2 of 13
SITE VISIT REPORT

Page 3 of 13
SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 12-07-16
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 66°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 2 Articulated Dump Truck 2 2
Rubber Tire Backhoe 0 0
Dozer 3 3
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

Samples were collected that will be used for the drainage layer.

Signed: Eric Crouse
On-site Person
Attachments:

Page 4 of 13
SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 12-08-16
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 66°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 2 Articulated Dump Truck 2 2
Rubber Tire Backhoe 0 0
Dozer 3 3
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K backfilled the underdrain in the new cell. A bridge lift was placed across the material and tested. A second smaller lift
was placed and compacted.

Signed: Eric Crouse
On-site Person
Attachments: Daily Attachments
Page 5 of 13
SITE VISIT REPORT

Page 6 of 13
SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 12-09-16
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 66°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 2 Articulated Dump Truck 2 2
Rubber Tire Backhoe 0 0
Dozer 3 3
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K backfilled the underdrain in the new cell. The material was hauled in from on site and placed above the previously
compacted soil. It was spread with a D6 dozer and then compacted with a sheepsfoot roller. Nuclear density testing was done
on the material that was placed.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

Page 7 of 13
SITE VISIT REPORT

Page 8 of 13
SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 12-10-16
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 66°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 2 Articulated Dump Truck 2 2
Rubber Tire Backhoe 0 0
Dozer 3 3
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K backfilled the underdrain in the new cell. The material was hauled in from on site and placed above the previously
compacted soil. It was spread with a D6 dozer and then compacted with a sheepsfoot roller. Nuclear density testing was done
on the material that was placed.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

Page 9 of 13
SITE VISIT REPORT

Page 10 of 13
SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 12-11-16
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 57°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 2 Articulated Dump Truck 2 2
Rubber Tire Backhoe 0 0
Dozer 3 3
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

Test pits were done on site looking for the drainage layer material. Samples were collected and will be tested in the lab.

Signed: Eric Crouse
On-site Person
Attachments:

Page 11 of 13
SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 12-12-16
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Clouds Temperature: 58°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 0
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 0
Smooth Drum Roller 1 0

DESCRIPTION OF WORK:

T&K Construction began installing the first lift of the clay test pad. The subgrade that had been previously proof rolled using
a loaded tandem axle dump truck was tracked up in preparation for the clay liner placement. Clay soil was hauled from the
borrow site in tandem axle dump trucks and placed directly into the new cell. Once placed an 8” loose lift spread over the
prepared subgrade with a D6 dozer. After enough of the area was covered a sheepsfoot roller was used to compact the
material for the test pad. The lift was then tested using a nuclear density gauge to determine the dry and wet density for
compaction along with the moisture. A drive cylinder was taken at a specified interval as a back up to the nuclear density
gauge. The drive cylinder was tested and recorded. Once the clay was found to have adequate density and moisture a Shelby
tube was pushed and retrieved from the soil lift. The tube was sealed and capped for laboratory testing.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures
Page 12 of 13
SITE VISIT REPORT

Page 13 of 13
SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 12-12-16
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Clouds Temperature: 58°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 0
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 0
Smooth Drum Roller 1 0

DESCRIPTION OF WORK:

T&K Construction began installing the first lift of the clay test pad. The subgrade that had been previously proof rolled using
a loaded tandem axle dump truck was tracked up in preparation for the clay liner placement. Clay soil was hauled from the
borrow site in tandem axle dump trucks and placed directly into the new cell. Once placed an 8” loose lift spread over the
prepared subgrade with a D6 dozer. After enough of the area was covered a sheepsfoot roller was used to compact the
material for the test pad. The lift was then tested using a nuclear density gauge to determine the dry and wet density for
compaction along with the moisture. A drive cylinder was taken at a specified interval as a back up to the nuclear density
gauge. The drive cylinder was tested and recorded. Once the clay was found to have adequate density and moisture a Shelby
tube was pushed and retrieved from the soil lift. The tube was sealed and capped for laboratory testing.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures
SITE VISIT REPORT

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 12-13-16
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Clouds Temperature: 60°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction continued installing the clay test pad by placing the second lift. The subgrade that had been previously
proof rolled using a loaded tandem axle dump truck was tracked up in preparation for the clay liner placement. Clay soil was
hauled from the borrow site in tandem axle dump trucks and placed directly into the new cell. Once placed an 8” loose lift
spread over the prepared subgrade with a D6 dozer. After enough of the area was covered a sheepsfoot roller was used to
compact the material for the test pad. The lift was then tested using a nuclear density gauge to determine the dry and wet
density for compaction along with the moisture. A drive cylinder was taken at a specified interval as a back up to the nuclear
density gauge. The drive cylinder was tested and recorded. Once the clay was found to have adequate density and moisture a
Shelby tube was pushed and retrieved from the soil lift. The tube was sealed and capped for laboratory testing. See testing and
map for results and locations.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 12-14-16
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Clouds Temperature: 57°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction continued installing the clay test pad by placing the third and fourth lift. The subgrade that had been
previously proof rolled using a loaded tandem axle dump truck was tracked up in preparation for the clay liner placement.
Clay soil was hauled from the borrow site in tandem axle dump trucks and placed directly into the new cell. Once placed an
8” loose lift spread over the prepared subgrade with a D6 dozer. After enough of the area was covered a sheepsfoot roller was
used to compact the material for the test pad. The lift was then tested using a nuclear density gauge to determine the dry and
wet density for compaction along with the moisture. A drive cylinder was taken at a specified interval as a back up to the
nuclear density gauge. The drive cylinder was tested and recorded. Once the clay was found to have adequate density and
moisture a Shelby tube was pushed and retrieved from the soil lift. The tube was sealed and capped for laboratory testing. See
testing and map for results and locations.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 12-15-16
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 40°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction continued installing the clay liner by placing the first and second lifts. The subgrade that had been
previously proof rolled using a loaded tandem axle dump truck was tracked up in preparation for the clay liner placement.
Clay soil was hauled from the borrow site in tandem axle dump trucks and placed directly into the new cell. Once placed an
8” loose lift spread over the prepared subgrade with a D6 dozer. After enough of the area was covered a sheepsfoot roller was
used to compact the material for the test pad. The lift was then tested using a nuclear density gauge to determine the dry and
wet density for compaction along with the moisture. A drive cylinder was taken at a specified interval as a back up to the
nuclear density gauge. The drive cylinder was tested and recorded. Once the clay was found to have adequate density and
moisture a Shelby tube was pushed and retrieved from the soil lift. The tube was sealed and capped for laboratory testing. See
testing and map for results and locations.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures
SITE VISIT REPORT

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 12-16-16
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 40°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction continued installing the clay liner. The subgrade that had been previously proof rolled using a loaded
tandem axle dump truck was tracked up in preparation for the clay liner placement. Clay soil was hauled from the borrow site
in tandem axle dump trucks and placed directly into the new cell. Once placed an 8” loose lift spread over the prepared
subgrade with a D6 dozer. After enough of the area was covered a sheepsfoot roller was used to compact the material for the
test pad. The lift was then tested using a nuclear density gauge to determine the dry and wet density for compaction along
with the moisture. A drive cylinder was taken at a specified interval as a back up to the nuclear density gauge. The drive
cylinder was tested and recorded. Once the clay was found to have adequate density and moisture a Shelby tube was pushed
and retrieved from the soil lift. The tube was sealed and capped for laboratory testing. See testing and map for results and
locations.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 12-17-16
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 40°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction continued installing the clay liner. The subgrade that had been previously proof rolled using a loaded
tandem axle dump truck was tracked up in preparation for the clay liner placement. Clay soil was hauled from the borrow site
in tandem axle dump trucks and placed directly into the new cell. Once placed an 8” loose lift spread over the prepared
subgrade with a D6 dozer. After enough of the area was covered a sheepsfoot roller was used to compact the material for the
test pad. The lift was then tested using a nuclear density gauge to determine the dry and wet density for compaction along
with the moisture. A drive cylinder was taken at a specified interval as a back up to the nuclear density gauge. The drive
cylinder was tested and recorded. Once the clay was found to have adequate density and moisture a Shelby tube was pushed
and retrieved from the soil lift. The tube was sealed and capped for laboratory testing. See testing and map for results and
locations.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 12-20-16
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 44°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction continued installing the clay liner. The subgrade that had been previously proof rolled using a loaded
tandem axle dump truck was tracked up in preparation for the clay liner placement. Clay soil was hauled from the borrow site
in tandem axle dump trucks and placed directly into the new cell. Once placed an 8” loose lift spread over the prepared
subgrade with a D6 dozer. After enough of the area was covered a sheepsfoot roller was used to compact the material for the
test pad. The lift was then tested using a nuclear density gauge to determine the dry and wet density for compaction along
with the moisture. A drive cylinder was taken at a specified interval as a back up to the nuclear density gauge. The drive
cylinder was tested and recorded. Once the clay was found to have adequate density and moisture a Shelby tube was pushed
and retrieved from the soil lift. The tube was sealed and capped for laboratory testing. See testing and map for results and
locations.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 12-21-16
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Overcast Temperature: 52°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction continued installing the clay liner. The subgrade that had been previously proof rolled using a loaded
tandem axle dump truck was tracked up in preparation for the clay liner placement. Clay soil was hauled from the borrow site
in tandem axle dump trucks and placed directly into the new cell. Once placed an 8” loose lift spread over the prepared
subgrade with a D6 dozer. After enough of the area was covered a sheepsfoot roller was used to compact the material for the
test pad. The lift was then tested using a nuclear density gauge to determine the dry and wet density for compaction along
with the moisture. A drive cylinder was taken at a specified interval as a back up to the nuclear density gauge. The drive
cylinder was tested and recorded. Once the clay was found to have adequate density and moisture a Shelby tube was pushed
and retrieved from the soil lift. The tube was sealed and capped for laboratory testing. See testing and map for results and
locations.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 12-23-16
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Overcast Temperature: 52°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction continued installing the clay liner. The subgrade that had been previously proof rolled using a loaded
tandem axle dump truck was tracked up in preparation for the clay liner placement. Clay soil was hauled from the borrow site
in tandem axle dump trucks and placed directly into the new cell. Once placed an 8” loose lift spread over the prepared
subgrade with a D6 dozer. After enough of the area was covered a sheepsfoot roller was used to compact the material for the
test pad. The lift was then tested using a nuclear density gauge to determine the dry and wet density for compaction along
with the moisture. A drive cylinder was taken at a specified interval as a back up to the nuclear density gauge. The drive
cylinder was tested and recorded. Once the clay was found to have adequate density and moisture a Shelby tube was pushed
and retrieved from the soil lift. The tube was sealed and capped for laboratory testing. See testing and map for results and
locations.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 12-27-16
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Overcast Temperature: 57°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction continued installing the clay liner. The subgrade that had been previously proof rolled using a loaded
tandem axle dump truck was tracked up in preparation for the clay liner placement. Clay soil was hauled from the borrow site
in tandem axle dump trucks and placed directly into the new cell. Once placed an 8” loose lift spread over the prepared
subgrade with a D6 dozer. After enough of the area was covered a sheepsfoot roller was used to compact the material for the
test pad. The lift was then tested using a nuclear density gauge to determine the dry and wet density for compaction along
with the moisture. A drive cylinder was taken at a specified interval as a back up to the nuclear density gauge. The drive
cylinder was tested and recorded. Once the clay was found to have adequate density and moisture a Shelby tube was pushed
and retrieved from the soil lift. The tube was sealed and capped for laboratory testing. See testing and map for results and
locations.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 12-28-16
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Overcast Temperature: 51°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction continued installing the clay liner. The subgrade that had been previously proof rolled using a loaded
tandem axle dump truck was tracked up in preparation for the clay liner placement. Clay soil was hauled from the borrow site
in tandem axle dump trucks and placed directly into the new cell. Once placed an 8” loose lift spread over the prepared
subgrade with a D6 dozer. After enough of the area was covered a sheepsfoot roller was used to compact the material for the
test pad. The lift was then tested using a nuclear density gauge to determine the dry and wet density for compaction along
with the moisture. A drive cylinder was taken at a specified interval as a back up to the nuclear density gauge. The drive
cylinder was tested and recorded. Once the clay was found to have adequate density and moisture a Shelby tube was pushed
and retrieved from the soil lift. The tube was sealed and capped for laboratory testing. See testing and map for results and
locations.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 12-29-16
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 50°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction continued installing the clay liner. The subgrade that had been previously proof rolled using a loaded
tandem axle dump truck was tracked up in preparation for the clay liner placement. Clay soil was hauled from the borrow site
in tandem axle dump trucks and placed directly into the new cell. Once placed an 8” loose lift spread over the prepared
subgrade with a D6 dozer. After enough of the area was covered a sheepsfoot roller was used to compact the material for the
test pad. The lift was then tested using a nuclear density gauge to determine the dry and wet density for compaction along
with the moisture. A drive cylinder was taken at a specified interval as a back up to the nuclear density gauge. The drive
cylinder was tested and recorded. Once the clay was found to have adequate density and moisture a Shelby tube was pushed
and retrieved from the soil lift. The tube was sealed and capped for laboratory testing. See testing and map for results and
locations.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 12-30-16
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 61°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction continued installing the clay liner. The subgrade that had been previously proof rolled using a loaded
tandem axle dump truck was tracked up in preparation for the clay liner placement. Clay soil was hauled from the borrow site
in tandem axle dump trucks and placed directly into the new cell. Once placed an 8” loose lift spread over the prepared
subgrade with a D6 dozer. After enough of the area was covered a sheepsfoot roller was used to compact the material for the
test pad. The lift was then tested using a nuclear density gauge to determine the dry and wet density for compaction along
with the moisture. A drive cylinder was taken at a specified interval as a back up to the nuclear density gauge. The drive
cylinder was tested and recorded. Once the clay was found to have adequate density and moisture a Shelby tube was pushed
and retrieved from the soil lift. The tube was sealed and capped for laboratory testing. See testing and map for results and
locations.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 1-03-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Rain Temperature: 40°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction was unable to haul due to weather.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 1-04-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Overcast Temperature: 40°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction continued installing clay liner. The subgrade that had been previously proof rolled using a loaded tandem
axle dump truck was tracked up in preparation for the clay liner placement. Clay soil was hauled from the borrow site in
tandem axle dump trucks and placed directly into the new cell. After placing the loose lift it was spread over the prepared
subgrade with a D6 dozer. Once enough of the area was covered a sheepsfoot roller was used to compact the material. The lift
was then tested using a nuclear density gauge to determine the dry and wet density for compaction along with the moisture. A
drive cylinder was taken at a random intervals as a back up to the nuclear density gauge. Once the clay was found to have
adequate density and moisture a Shelby tube was pushed and retrieved from the soil lift. The tube was sealed and capped for
laboratory testing. See testing and map for results and locations.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 1-05-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Overcast Temperature: 56°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction continued installing clay liner. The subgrade that had been previously proof rolled using a loaded tandem
axle dump truck was tracked up in preparation for the clay liner placement. Clay soil was hauled from the borrow site in
tandem axle dump trucks and placed directly into the new cell. After placing the loose lift it was spread over the prepared
subgrade with a D6 dozer. Once enough of the area was covered a sheepsfoot roller was used to compact the material. The lift
was then tested using a nuclear density gauge to determine the dry and wet density for compaction along with the moisture. A
drive cylinder was taken at a random intervals as a back up to the nuclear density gauge. Once the clay was found to have
adequate density and moisture a Shelby tube was pushed and retrieved from the soil lift. The tube was sealed and capped for
laboratory testing. See testing and map for results and locations.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 1-06-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Overcast Temperature: 60°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction continued installing clay liner. The subgrade that had been previously proof rolled using a loaded tandem
axle dump truck was tracked up in preparation for the clay liner placement. Clay soil was hauled from the borrow site in
tandem axle dump trucks and placed directly into the new cell. After placing the loose lift it was spread over the prepared
subgrade with a D6 dozer. Once enough of the area was covered a sheepsfoot roller was used to compact the material. The lift
was then tested using a nuclear density gauge to determine the dry and wet density for compaction along with the moisture. A
drive cylinder was taken at a random intervals as a back up to the nuclear density gauge. Once the clay was found to have
adequate density and moisture a Shelby tube was pushed and retrieved from the soil lift. The tube was sealed and capped for
laboratory testing. See testing and map for results and locations.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 1-10-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Snow Temperature: 19°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction was unable to haul due to weather.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 1-11-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Rain Temperature: 36°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction was unable to haul due to weather.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 1-12-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 42°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction continued installing clay liner. The subgrade that had been previously proof rolled using a loaded tandem
axle dump truck was tracked up in preparation for the clay liner placement. Clay soil was hauled from the borrow site in
tandem axle dump trucks and placed directly into the new cell. After placing the loose lift it was spread over the prepared
subgrade with a D6 dozer. Once enough of the area was covered a sheepsfoot roller was used to compact the material. The lift
was then tested using a nuclear density gauge to determine the dry and wet density for compaction along with the moisture. A
drive cylinder was taken at a random intervals as a back up to the nuclear density gauge. Once the clay was found to have
adequate density and moisture a Shelby tube was pushed and retrieved from the soil lift. The tube was sealed and capped for
laboratory testing. See testing and map for results and locations.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 1-13-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 50°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction continued installing clay liner. The subgrade that had been previously proof rolled using a loaded tandem
axle dump truck was tracked up in preparation for the clay liner placement. Clay soil was hauled from the borrow site in
tandem axle dump trucks and placed directly into the new cell. After placing the loose lift it was spread over the prepared
subgrade with a D6 dozer. Once enough of the area was covered a sheepsfoot roller was used to compact the material. The lift
was then tested using a nuclear density gauge to determine the dry and wet density for compaction along with the moisture. A
drive cylinder was taken at a random intervals as a back up to the nuclear density gauge. Once the clay was found to have
adequate density and moisture a Shelby tube was pushed and retrieved from the soil lift. The tube was sealed and capped for
laboratory testing. See testing and map for results and locations.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 1-14-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 50°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction continued installing clay liner. The subgrade that had been previously proof rolled using a loaded tandem
axle dump truck was tracked up in preparation for the clay liner placement. Clay soil was hauled from the borrow site in
tandem axle dump trucks and placed directly into the new cell. After placing the loose lift it was spread over the prepared
subgrade with a D6 dozer. Once enough of the area was covered a sheepsfoot roller was used to compact the material. The lift
was then tested using a nuclear density gauge to determine the dry and wet density for compaction along with the moisture. A
drive cylinder was taken at a random intervals as a back up to the nuclear density gauge. Once the clay was found to have
adequate density and moisture a Shelby tube was pushed and retrieved from the soil lift. The tube was sealed and capped for
laboratory testing. See testing and map for results and locations.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 1-15-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 51°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction continued installing clay liner. The subgrade that had been previously proof rolled using a loaded tandem
axle dump truck was tracked up in preparation for the clay liner placement. Clay soil was hauled from the borrow site in
tandem axle dump trucks and placed directly into the new cell. After placing the loose lift it was spread over the prepared
subgrade with a D6 dozer. Once enough of the area was covered a sheepsfoot roller was used to compact the material. The lift
was then tested using a nuclear density gauge to determine the dry and wet density for compaction along with the moisture. A
drive cylinder was taken at a random intervals as a back up to the nuclear density gauge. Once the clay was found to have
adequate density and moisture a Shelby tube was pushed and retrieved from the soil lift. The tube was sealed and capped for
laboratory testing. See testing and map for results and locations.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 1-16-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Overcast Temperature: 43°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 2
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 1
Smooth Drum Roller 1 1

DESCRIPTION OF WORK:

T&K Construction continued installing clay liner. The subgrade that had been previously proof rolled using a loaded tandem
axle dump truck was tracked up in preparation for the clay liner placement. Clay soil was hauled from the borrow site in
tandem axle dump trucks and placed directly into the new cell. After placing the loose lift it was spread over the prepared
subgrade with a D6 dozer. Once enough of the area was covered a sheepsfoot roller was used to compact the material. The lift
was then tested using a nuclear density gauge to determine the dry and wet density for compaction along with the moisture. A
drive cylinder was taken at a random intervals as a back up to the nuclear density gauge. Once the clay was found to have
adequate density and moisture a Shelby tube was pushed and retrieved from the soil lift. The tube was sealed and capped for
laboratory testing. See testing and map for results and locations.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 1-24-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 56°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 0
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 0
Smooth Drum Roller 1 0

DESCRIPTION OF WORK:

T&K tracked in the wetter areas of the cell and rerolled them in preparation for liner placement.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 1-25-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 60°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew
Haloton

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 0
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 0
Smooth Drum Roller 1 0

DESCRIPTION OF WORK:

The liner crew began placing 60Mil HDPE. Rolls were placed along the floor and the slope overlapping each panel. Once the
panels were set out seaming was done using a dual track wedge wielder. Each channel that was created will be subjected to
non-destructive air testing along with destructive samples being removed every 500 feet per machine. Each sample will be
field tested along with laboratory testing. All of the samples will be achieved. Approximately 117,000 square feet of material
was palced.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures
SITE VISIT REPORT

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 1-26-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 58°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew
Haloton

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 0
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 0
Smooth Drum Roller 1 0

DESCRIPTION OF WORK:

The liner crew continued placing 60Mil HDPE. Rolls were placed along the floor and the slope overlapping each panel. Once
the panels were set out seaming was done using a dual track wedge wielder. Each channel that was created will be subjected
to non-destructive air testing along with destructive samples being removed every 500 feet per machine. Each sample will be
field tested along with laboratory testing. All of the samples will be achieved. Approximately 76,000 square feet of material
was placed. Wind became an issue later in the day and placement was halted.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 1-27-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 54°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew
Haloton

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 0
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 0
Smooth Drum Roller 1 0

DESCRIPTION OF WORK:

The liner crew continued placing 60Mil HDPE. Rolls were placed along the floor and the slope overlapping each panel. Once
the panels were set out seaming was done using a dual track wedge wielder. Each channel that was created will be subjected
to non-destructive air testing along with destructive samples being removed every 500 feet per machine. Each sample will be
field tested along with laboratory testing. All of the samples will be achieved. Approximately 157,000 square feet of material
was placed.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 1-28-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 49°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew
Haloton

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 0
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 0
Smooth Drum Roller 1 0

DESCRIPTION OF WORK:

The liner crew dropped back to begin repairs while T&K installed an outflow pipe for the cell. The pipe will be booted when
the liner is placed along the West slope. Repairs and air testing were done on the previously placed liner on 1-26/1-27. Each
seam that was tested was done per the specs to verify proper wielding. Destructs were also cut out so that testing could be
done on site and samples sent to TRI. Repairs were numbered so that each patch/cap could be tracked. The tie in to the
existing liner system was started. Grinding and patching was done so that wielding could be started. 170’ of extrusion
wielding was done starting in the SE corner of the cell.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 1-29-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 54°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew
Haloton

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 0
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 0
Smooth Drum Roller 1 0

DESCRIPTION OF WORK:

The liner crew finished placing 60Mil HDPE. Rolls were placed along the floor and the slope overlapping each panel. Once
the panels were set out seaming was done using a dual track wedge wielder. Each channel that was created will be subjected
to non-destructive air testing along with destructive samples being removed every 500 feet per machine. Each sample will be
field tested along with laboratory testing. All of the samples will be achieved. Approximately 124,000 square feet of material
was placed.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 1-30-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 52°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew
Haloton

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 0
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 0
Smooth Drum Roller 1 0

DESCRIPTION OF WORK:

The liner crew continued repairs in the cell. Repairs and air testing were done on the previously placed liner on 1-27/1-29.
Each seam that was tested was done per the specs to verify proper wielding. Destructs were also cut out so that testing could
be done on site and samples sent to TRI. Repairs were numbered so that each patch/cap could be tracked. The tie in to the
existing liner system was started.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 2-01-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 50°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew
Haloton

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 0
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 0
Smooth Drum Roller 1 0

DESCRIPTION OF WORK:

The liner crew continued repairs in the cell. Repairs and air testing were done on the previously placed liner on 1-27/1-29.
Each seam that was tested was done per the specs to verify proper wielding. Destructs were also cut out so that testing could
be done on site and samples sent to TRI. Repairs were numbered so that each patch/cap could be tracked. The tie in to the
existing liner system was completed. A total of 826’ of extrusion wielding was done.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 2-02-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 62°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew
Haloton

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 0
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 0
Smooth Drum Roller 1 0

DESCRIPTION OF WORK:

The liner crew continued repairs in the cell. Repairs and air testing were done on the previously placed liner. Each seam that
was tested was done per the specs to verify proper wielding. Destructs were also cut out so that testing could be done on site
and samples sent to TRI. Repairs were numbered so that each patch/cap could be tracked. A walk through was done on the
liner to verify that no repairs had been missed so that composite could be placed. Composite placement was started along the
tie in. Each roll was placed and lined up with the next. Once the panels were in order then the netting was zip tied and the
fabric seamed together. The existing composite was overlaid with the new and tied to together so that it was continuous from
the old cell to the new.

Signed: Eric Crouse
On-site Person
SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 2-03-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 57°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 0 Articulated Dump Truck 2 0
Rubber Tire Backhoe 0 0
Dozer 3 0
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 0
Smooth Drum Roller 1 0

DESCRIPTION OF WORK:

Placement of the composite material was continued. The individual panels that were placed in the cell were zip tied together
with the overlapping net. The extra fabric was then seamed together per the specs. Once the material was in place and
trimmed the scraps were cleaned up. T&K began protective cover along the South side of the cell. The material was hauled in
using off road dump trucks. The sand was placed in 3’-4’ haul roads so that a LGP dozer could be used to spread the material
over the slopes and tie in.

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 2-04-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 61°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 1 Articulated Dump Truck 2 2
Rubber Tire Backhoe 0 0
Dozer 3 1
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 0
Smooth Drum Roller 1 0

DESCRIPTION OF WORK:

Placement of the composite material was continued. The individual panels that were placed in the cell were zip tied together
with the overlapping net. The extra fabric was then seamed together per the specs. Once the material was in place and
trimmed the scraps were cleaned up. T&K continued protective cover along the South side of the cell. The material was
hauled in using off road dump trucks. The sand was placed in 3’-4’ haul roads so that a LGP dozer could be used to spread the
material over the slopes and tie in.

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 2-05-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 60°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 1 Articulated Dump Truck 2 2
Rubber Tire Backhoe 0 0
Dozer 3 1
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 0
Smooth Drum Roller 1 0

DESCRIPTION OF WORK:

Placement of the composite material was continued. The individual panels that were placed in the cell were zip tied together
with the overlapping net. The extra fabric was then seamed together per the specs. Once the material was in place and
trimmed the scraps were cleaned up. T&K continued protective cover along the South side of the cell. The material was
hauled in using off road dump trucks. The sand was placed in 3’-4’ haul roads so that a LGP dozer could be used to spread the
material over the slopes and tie in.

SITE VISIT REPORT

Project: Gaston County Landfill Page: 1 of 1
Location: Dallas, NC Date: 2-06-17
Client Name: T&K Const. DAA Project #: R08281-06Q
Contractor(s): T&K Const. DAA Representative: Eric Crouse
Weather: Sun Temperature: 67°

ONSITE PERSONNEL:
Name: Company: Position:
Lonnie Burgess T&K Superintendent and Crew

Visitors Name: Company:

EQUIPMENT USAGE:
Description: # On site # In Use Description: # On site # In Use
Trackhoe 2 1 Articulated Dump Truck 2 2
Rubber Tire Backhoe 0 0
Dozer 3 1
Front-end Loader 0 0
Track Loader 0 0
Pan / Scraper 0 0
Sheepsfoot Roller 1 0
Smooth Drum Roller 1 0

DESCRIPTION OF WORK:

Placement of the composite material was finished. The individual panels that were placed in the cell were zip tied together
with the overlapping net. The extra fabric was then seamed together per the specs. Once the material was in place and
trimmed the scraps were cleaned up. T&K continued protective cover along the South side of the cell. The material was
hauled in using off road dump trucks. The sand was placed in 3’-4’ haul roads so that a LGP dozer could be used to spread the
material over the slopes and tie in.

Signed: Eric Crouse
On-site Person
Attachments: Daily Pictures
SITE VISIT REPORT

CHA Consulting, Inc.

214,201,000
DATE:REPORT NO.:1
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.43
LOW TEMP.32
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
8 Work in progress
REMARKS:

RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
Gaston County
Trace
9
Friday, January 06, 2017
Cloudy /Snow pm
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
Triangle Grading &Paving
Compacted Soil Liner ( 1x 10-7)Cell One
INSPECTOR'S DAILYREPORT
NOTE :Today is my 1st day on the jobsite.I noticed the Contractor as already completed the common excavation and
for all cells of all subgrade work and 85 % of the Compacted Soil Liner for the project.
Today I met with Bob Sallach with CHA at the Job site. He introduce me to Marcy with Gaston County Landfill she is
the landfill Manger. I also met with T and K construction superintend Lonnie Burgess and QC /QA Eric Crouse with
Draper Aden & Association .
T and K were on site today. They were hauling soil liner material for the off site source to the job site ,then placed the
material on the subgrade in Cell 2B, then they spreader the material on grade and compacting the soil liner. Draper
field technician ( Eric Crouse) were on site observing the sizes of material lifts and method of compaction the
contractor were using.
Equipment :
3 Dozer ,3 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, I skid steer , 14 triaxle dump trucks
Inspector's Daily
Report

214,201,000
DATE:REPORT NO.:2
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.34
LOW TEMP.21
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
REMARKS:

Triangle Grading &Paving
Gaston County
1 inch/ freezing rain
no work on site
Saturday, January 07, 2017
AM Snow +/- 1
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
INSPECTOR'S DAILYREPORT
Due to the overnight and early morning snow fall no work will be preformed today.
Equipment :
3 Dozer ,3 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, I skid steer , 14 triaxle dump trucks
Inspector's Daily
Report

214,201,000
DATE:REPORT NO.:3
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.32
LOW TEMP.14
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
8 Work in progress
REMARKS:

Triangle Grading &Paving
Compacted Soil Liner ( 1x 10-7)Cell 1 and Cell 2
Gaston County
no work on site
Sunday, January 08, 2017
Clear
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
INSPECTOR'S DAILYREPORT
Due to the last Friday and Saturday snow fall no work will be preformed today.
Equipment :
3 Dozer ,3 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, I skid steer , 14 triaxle dump trucks
Inspector's Daily
Report

214,201,000
DATE:REPORT NO.:4
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.33
LOW TEMP.17
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
8 Work in progress
REMARKS:

T and K
Compacted Soil Liner ( 1x 10-7)Cell 1 and Cell 2
Gaston County
no work on site
Monday 1-9-17
Clear
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
INSPECTOR'S DAILYREPORT
Due to the last Friday and Saturday snow fall no work will be preformed today. I did work in the CHA office today.
Equipment :
3 Dozer ,3 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, I skid steer , 14 triaxle dump trucks
Inspector's Daily
Report

214,201,000
DATE:REPORT NO.:5
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.50
LOW TEMP.21
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
REMARKS:

T and K Construction
Clay soil liner Cell 1 and Cell2
Gaston County
no work on site
Tuesday, January 10, 2017
Clear
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
INSPECTOR'S DAILYREPORT
T and K Construction were on site today. They were removing the snow build up off the soil liner and unloading loads
of new geo membrane liner 3 loads of material were delivered to the job site today. No soil material placed ( clay )or
delivered today.
Equipment :
3 Dozer ,3 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, I skid steer , 14 triaxle dump trucks
Inspector's Daily
Report

214,201,000
DATE:REPORT NO.:6
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.60
LOW TEMP.39
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
REMARKS:

RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
Gaston County
0.15
10
Wednesday, January 11, 2017
Rain
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
T and K
INSPECTOR'S DAILYREPORT
T and K Construction were on site today. They were removing top 2 inches of the clay soil liner to the material had
had been expose to the freezing condition and unloading loads of Geocompostie material loads that were delivered
to the job site today. No clay soil material was delivered today.
Equipment :
3 Dozer ,3 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, I skid steer , 14 triaxle dump trucks
Inspector's Daily
Report

214,201,000
DATE:REPORT NO.:7
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.71
LOW TEMP.51
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
8 work inprogress
REMARKS:

RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
Gaston County
None
10
Thursday, January 12, 2017
Partly Sunny
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
T and K Construction
Clay Soil Liner Cell 1 and Cell 2
INSPECTOR'S DAILYREPORT
T and K Construction were on site today. They began again hauling and placing compating (clay) soil liner material
on the grade. They also began unloading more loads of Geocomposite loads that were delivered to the job site
today. I spoke to Lonnie Burgers about keeping the all haul roads clean of the soil material at all time. I mentioned
to Lonnie he might want to have his tri-axle drivers clean off the tail area before hauling and after dumping.
I contacted Bob Sallach with CHA and asked him if he had the coordinates for the monitoring wells He said I didn't
as of yet and would back them HDR and send them to me. When I received them , I sent them to Lonnie Burgers with
T and K Construction for him forward them to his sub contractor surveyor company.
Drape Aden were on site conducting QC/QA on the soil liner material. Were also observing and testing the compacted
backfill material of the soil liner material.
Equipment :
3 Dozer ,3 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, I skid steer , 14 triaxle dump trucks
Inspector's Daily
Report

214,201,000
DATE:REPORT NO.:8
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.78
LOW TEMP.50
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
8 work in progress
REMARKS:

RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
Gaston County
None
10
Friday, January 13, 2017
Partly Cloudy
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
T and K Construction
Clay Soil Liner Cell 1 And Cell 2
INSPECTOR'S DAILYREPORT
T and K Construction were on site today. They continued hauling ,placing and compacting clay soil liner material on
the subgrade grade. They also began unloading more loads of Geocompostie loads that were delivered to the job
site today.
Drape Aden were on site conducting QC/QA on the soil liner material. Were also observing and testing the
compaction and backfill operation on the soil liner material.
Equipment :
3 Dozer ,3 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, I skid steer , 14 triaxle dump trucks
Inspector's Daily
Report
214,201,000
DATE:REPORT NO.:9
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.61
LOW TEMP.46
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
8 work inprogress
REMARKS:
T and K Construction
Clay Soil Liner Cell 1 and 2
Gaston County
None
10
Saturday, January 14, 2017
Sunny
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
INSPECTOR'S DAILYREPORT
T and K Construction were on site today. They continued hauling ,placing and compacting soil liner material on the
subgrade then began placing clay soil liner matrial on the side slopes. They also began unloading more loads of
Geocomposite loads that were delivered to the job site today.
Drape Aden were on site conducting QC/QA on the soil liner material. Were also observing and testing the
compaction of backfilling operation of the clay soil liner material.
Equipment :
3 Dozer ,3 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, I skid steer , 14 triaxle dump trucks
Inspector's Daily
Report
214,201,000
DATE:REPORT NO.:10
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.72
LOW TEMP.45
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
8 work in progress
REMARKS:
T and K Construction
Clay Soil Liner Cell 1 and 2
Gaston County
None
10
Sunday, January 15, 2017
Sunny
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
INSPECTOR'S DAILYREPORT
T and K Construction were on site today. They continued hauling ,placing and compacting (clay) soil liner material
on the side slopes. T and K were cleaning the haul route with a water truck and power broom. T and K were also
doing some final grading and prep work for the final surveyor grade check that well began tomorrow.
No material were being hauled to the site today.
Drape Aden were on site conducting QC/QA on the soil liner material. Were also observing the compaction and
backfill operation on the soil liner material.
Equipment :
3 Dozer ,3 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, I skid steer , 14 triaxle dump trucks
Inspector's Daily
Report
214,201,000
DATE:REPORT NO.:11
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.55
LOW TEMP.51
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
8 work inprogress
REMARKS:
T and K Construction
Soil Liner ( Clay Liner ) Cell 1 and 2
Gaston County
None
10
Monday, January 16, 2017
Cloudy
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
INSPECTOR'S DAILYREPORT
T and K Construction were on site today. They continued hauling ,placing and compacting clay soil liner material on
the side slopes. T and K were also doing some final grading and prep work for the final surveyor grade check .
Bateman were on site doing final grade checks soil liner and layout the anchor trench location for the liner.
Drape Aden were on site conducting QC/QA on the soil liner material. Were also observing the compaction and
backfill operation on the soil liner material.
Today at 2:00 a meeting was held on site to discuss the lift station ( with CHA and T and K Construction) It was
determine to where and how to place the HDPE liner underneath the manhole of the lift station also the height of the
manhole would be shortened. Bob S with Cha will work on the submittal today and return the submittal of the Lift
station to T and K as soon as possible.
Equipment :
3 Dozer ,3 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, I skid steer , 14 triaxle dump trucks
Inspector's Daily
Report
214,201,000
DATE:REPORT NO.:12
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.63
LOW TEMP.55
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
8 work inprogress
REMARKS:
RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
Gaston County
None
10
Tuesday, January 17, 2017
mostly cloudy
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
T and K Construction
Clay Soil Liner Cell 1 and 2
INSPECTOR'S DAILYREPORT
T and K Construction were on site today. They sealing up (clay) soil liner material. T and K were also doing some final
grading and prep work for the final surveyor grade check .
Bateman were still site doing final grade checks soil liner.
Drape Aden were on not site today..
Today after a short site visit . I went to the Cha Office in Charlotte and began prep work on the Certification Report
Manual .
Equipment :
3 Dozer ,3 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, I skid steer , 14 triaxle dump trucks
Inspector's Daily
Report
214,201,000
DATE:REPORT NO.:13
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.75
LOW TEMP.46
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
8 work inprogress
REMARKS:
RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
Gaston County
None
10
Wednesday, January 18, 2017
Sunny
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
T and K Construction
Clay Soil Liner Cell 1 and 2
INSPECTOR'S DAILYREPORT
T and K Construction were on site today. They continued to sealing up clay soil liner material today. T and K and I
discovered two location of the soil liner that appear to wet ,so T and K opened up these small two area so the
material could dry out at little bit.
Drape Aden were on not site today..
I went to the Cha Office in Charlotte and I continued prep work on the Certification Report Manual .
Equipment :
3 Dozer ,3 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, I skid steer , 14 triaxle dump trucks
Inspector's Daily
Report
214,201,000
DATE:REPORT NO.:14
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.64
LOW TEMP.41
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
8 work in progress
Work in progress
REMARKS:
RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
Gaston County
None
10
Thursday, January 19, 2017
Partly Sunny
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
T and K Construction
Clay Soil Liner Cell 1 and 2
Erosion control Job Site
INSPECTOR'S DAILYREPORT
T and K Construction were on site today. They sealing up (clay) soil liner material where the two area was a little to
wet that was discovered yesterday. T and K were also install slit fence in low area where the lift station will be placed
and around the soil liner stockpile area.
T and K fused welded 2 -200 foot section of force main HDPE today.
Drape Aden were on not site today..
Equipment :
3 Dozer ,3 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, I skid steer , 14 triaxle dump trucks
Inspector's Daily
Report
214,201,000
DATE:REPORT NO.:15
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.67
LOW TEMP.55
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
8 work inprogress
REMARKS:
RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
Gaston County
0.33
0
Friday, January 20, 2017
Cloudy
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
T and K Construction
Soil Liner ( Clay Liner ) Cell 1 and 2
INSPECTOR'S DAILYREPORT
T and K Construction were not site today, Due to the overnight rainfall. .
Drape Aden were on not site today.
I went to job site ,then I called Lonnie with T and K and he said no work will be completed today. So I went to the CHA
office in Charlotte. I worked on paperwork IDR and job Photo Log.
Equipment :
3 Dozer ,3 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, I skid steer , 14 triaxle dump trucks
Inspector's Daily
Report
214,201,000
DATE:REPORT NO.:16
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.55
LOW TEMP.54
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
8 work in progress
REMARKS:
RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
Gaston County
1.18
0
Saturday, January 21, 2017
rain
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
T and K Construction
Compacted Clay Soil Liner ( Clay Liner ) Cell 1 and 2
INSPECTOR'S DAILYREPORT
I wasn't on job site today . ( I went home for the weekend)
Equipment :
3 Dozer ,3 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, I skid steer , 14 triaxle dump trucks
Inspector's Daily
Report

214,201,000
DATE:REPORT NO.:17
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.64
LOW TEMP.55
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
8 work inprogress
REMARKS:

T and K Construction
Compacted Soil Liner ( Clay Liner ) Cell 1 and 2
Gaston County
0.76
0
Sunday, January 22, 2017
rain
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
INSPECTOR'S DAILYREPORT
I wasn't on job site today . ( I went home for the weekend)
Equipment :
3 Dozer ,3 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, I skid steer , 14 triaxle dump trucks
Inspector's Daily
Report
214,201,000
DATE:REPORT NO.:18
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.57
LOW TEMP.46
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
8 work in progress
REMARKS:

RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
Gaston County
0.46
10
Monday, January 23, 2017
Sunny
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
T and K Construction
Clay Soil Liner Cell 1 and 2
INSPECTOR'S DAILYREPORT
T and K were on the site today. They were unloading a delivery of HDPE pipe . I spoke to Lonnie Burgers about any
work that T and K would try to perform, He said they wouldn't do any thing to day due to the wet soil conditions .
Hallation were on site today. They began prep work for liner installation. ( filling sandbags)
I spoke to Michael with the county and I did inform him that T and K won't start on HDPE liner work until Wednesday
or Thursday due to soil conditions( rain fall)
Equipment :
3 Dozer ,3 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, I skid steer , 14 triaxle dump trucks
Inspector's Daily
Report
214,201,000
DATE:REPORT NO.:19
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.66
LOW TEMP.42
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
8 work in progress
REMARKS:

RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
Gaston County
0
Tuesday, January 24, 2017
Sunny
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
T and K Construction
Compacted Clay Soil Liner Cell 1 and 2
INSPECTOR'S DAILYREPORT
T and K were on the site today. They were trying to dry the top surface of the soil liner by disking the soil by tracking
over the soil with the excavator tracks. Lonnie Burgers said the only thing they would be doing is extending the
existing motoring wells ( not a part of the contract.)
Hallation were on site today. They continued on the prep work for liner installation. ( filling sandbags)
Equipment :
3 Dozer ,3 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, I skid steer , 14 triaxle dump trucks
Inspector's Daily
Report
214,201,000
DATE:REPORT NO.:20
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.75
LOW TEMP.36
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
8 13068 SYD
REMARKS:
T and K Construction
HDPE GEOMENBRANE LINER Cell 1 and 2
2.7 arces x 4840=13,068 sft
Gaston County
0
11
Wednesday, January 25, 2017
Sunny
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
INSPECTOR'S DAILYREPORT
T and K were on the site today.
T and K fused welded 2 more-200 foot section of force main HDPE today. Also were clearing top soil above the on
site protective cover barrow area, for the removal that material at a later date. T and K also were dry a couple of wet
soil area due to the rain fall.
Hallation were on site today. They began to placement of HDPE Liner on the clay liner in Cell #1 and 2 Mostly in the
tie-in section to the existing active land fill area. Place placed approx. 2.7 acres of liner today. Hallation were
conducting their own quality control inspection and testing welds.
Darpen Arden was on site to conduct QC for T and K construction on the HDPE Liner.
Equipment :
3 Dozer ,4 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, 2skid steer ,
Inspector's Daily
Report
214,201,000
DATE:REPORT NO.:21
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.64
LOW TEMP.39
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
9 914.22 SYD
REMARKS:
RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
Gaston County
0
11
Thursday, January 26, 2017
Cloudy
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
T and K Construction
HDPE Geomembrane Liner Cell 1 and 2
1.7 arces x 4840=8228 sft
INSPECTOR'S DAILYREPORT
T and K were on the site today.
T and K fused welded 2 more-200 foot section of force main HDPE today. Also was clearing the debris around the
on site protective cover barrow area for the removal at a later time. T and K also continued to disk and dry a couple
of wet area clay liner due to excess moisture in clay material. T and K then roller and compacted this area to seal this
area up over night.
Hallation were on site today. They continued to place HDPE Liner on the clay liner in Cell #1 and 2 the placed of liner
was stop today due to high gusting wind making placement impossible. They installed only approx. 1.7 acres of liner
today. Hallation fell back and continued to due patch repair and wedge weld on other areason liner that was place
yesterday. Hallation were conduct thier own quality control( inspection and testing welds).
Darpen Arden was on site to conduct QC for T and K construction on the HDPE liner placement .
Equipment :
3 Dozer ,4 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, 2skid steer ,
Inspector's Daily
Report
214,201,000
DATE:REPORT NO.:22
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.52
LOW TEMP.28
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
9 1882.22 SYD
REMARKS:
T and K Construction
HDPE Geomembrane Liner Cell 1 and 2
3.5 acres x 4840=16940 sft
Gaston County
0
11
Friday, January 27, 2017
Partly Cloudy
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
INSPECTOR'S DAILYREPORT
T and K were on the site today.
T and K fused welded 2 more-200 foot section of force main HDPE today. Also continued to clear the debris around
the on site protective cover barrow area for the removal at a later time. Place the storm run off pipe ( not show on
plans Lonnie and Bob change) for Cell # 2 . After this pipe was installed it was determined that this berm was to
small in height and would need to be raise by 3 foot of for the total height of 5.5 so the HDPE could be anchored in
trench . (Bob S will be on site tomorrow to review with the surveyor and Lonnie.)
Hallation were on site today. They continued to place HDPE Liner on the clay liner in Cell #1 and 2 the placed of liner
They installed only approx. 3.5 acres of liner today. Hallation fell back and continued to due patch repair and wedge
weld other area on liner that was place yesterday. Hallation were conduct their own quality control( inspection and
testing welds).
Draper Arden was on site to conduct QC for T and K construction ( HDPE Liner )
Equipment :
3 Dozer ,4 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, 2skid steer ,
Inspector's Daily
Report
214,201,000
DATE:REPORT NO.:23
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.52
LOW TEMP.27
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
1 8
PAY ITEM DESCRIPTION LOCATION QUANTITY
9
REMARKS:
RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
Gaston County
0
10
Saturday, January 28, 2017
Partly Cloudy
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
T and K Construction
Hallation
HDPE Geomembrane Liner Cell 1 and 2
INSPECTOR'S DAILYREPORT
T and K were on the site today.
T and K fused welded more section of force main HDPE today. it was determined that storm water run off berm
was to small in height and would need to be raise by 3 foot of for the total height of 5.5 feet tall so the HDPE could
be anchored in trench . (Bob S and Bateman Surveyor review embankment with the surveyor and Lonnie.) And
changed the height of it. Their were no talks about change order for this work. T and K began adding Clay material on
the embankment today. I mentioned that the clay need to be mix in with the exist material just no placed on the
already compacted material.
Hallation were on site today. They were conducting patch repairs to HDPE Liner Cell #1 and 2 No liner were place
today due to the embankment issues. Hallation were wedge welding the HDPE liner and extrusion welded approx.
170 feet to exist line at the tie -in section. Hallation were conduct their own quality control( inspection and testing
welds for sheer and peel) also they began cutting the destructive sample at approx.. every 500 feet of welding. this
sample size were the following 16" by 42" long.
Draper Arden was on site to conduct QC for T and K construction on the HDPE Liner.Draper collected sample and sent
they to the Lab for testing.
Lonnie B, Michael Lee, Bob S and Myself had a meeting to discuss to the protective cover material that's on site and
T and K construction plans on excavating and using the material. Michael Lee told Lonnie That T and K can use this
material but this area that will be excavated must contain positive water flow and drain off to the retention pond
area. Lonnie said that this was a big change to is plan.
Inspector's Daily
Report

214,201,000
DATE:REPORT NO.:24
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.54
LOW TEMP.33
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
9
REMARKS:

RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
Gaston County
NA
12
Sunday, January 29, 2017
Mostly Cloudy
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
T and K Construction
HDPE Geomembrane Liner Cell 1 and 2
INSPECTOR'S DAILYREPORT
T and K were on the site today.
T and K were on site . They began bring in soil/ clay material to prepation for the lift station and haul road.
Hallation were on site today. They continued the placement of HDPE Liner today. They worked until they completey
blacked ( finished) out both cells today. The total of placement of HDPE liner is 55,102 syd.
Hallation were wedge welding the seams of the HDPE lliner.
Draper Arden was on site to conduct QC for T and K construction on the HDPE liner.
.
Equipment :
3 Dozer ,4 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, 2skid steer ,
Inspector's Daily
Report
214,201,000
DATE:REPORT NO.:25
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.50
LOW TEMP.27
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
9
REMARKS:
RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
Gaston County
0
12
Monday, January 30, 2017
Partly Cloudy
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
T and K Construction
HDPE Geomembrane Liner Cell 1 and 2
INSPECTOR'S DAILYREPORT
T and K were on the site today.
T and K fused welded more section HDPE piping today. T and K began hauling #5 stone on site for leachate piping
cover . Lonnie ask me to contact Bob S about the location of the new berms. They talked about before. I called and he
said we was check out on the area sizes and would get back to me.
Hallation were on site today. They were conducting patch repairs to HDPE Liner Cell #1 and 2 No liner were place
today due to the embankment issues. Hallation were wedge welding the HDPE liner. Hallation were conduct their own
quality control( inspection and testing welds for sheer and peel) also they began cutting the destructive sample at
approx.. every 500 feet of welding. this sample size were the following 16" by 42" long. Also have requested all daily
logs form the QC for Hallation.
Draper Arden was on site to conduct QC for T and K construction . Draper collected sample and sent they to the Lab
for testing.
Today I drove to Cha to pick up signed Pay APP#3 and back to the job site to give Gaston County ( Michael Lee ) for
payment .
Equipment :
3 Dozer ,4 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, 2skid steer ,
Inspector's Daily
Report
214,201,000
DATE:REPORT NO.:26
WEATHER:CALENDAR DAY
PRECIPITATION:DAYS REMAINING
HRS WORKED:HIGH TEMP.70
LOW TEMP.34
CONTRACTOR SUPT.FOREMAN OPERATORS LABORERS EQUIPMENT
Lonnie B 5 2 See Below
PAY ITEM DESCRIPTION LOCATION QUANTITY
9
REMARKS:

T and K Construction
HDPE Geomembrane Liner Cell 1 and 2
Gaston County
0
12
Tuesday, January 31, 2017
Sunny
CHA Project # 21420
Gaston County Landfill Unit II,Phase 2
RESIDENT PROJECT REPRESENTATIVE:Kaden Griesemer
INSPECTOR'S DAILYREPORT
T and K were on the site today. T and K were working on haul road to the lift station area . They began to placement
embankment material around the lift station area.
Hallation were on site today. They were conducting patch repairs to HDPE Liner and conducting vacuum testing the
seam and the repair areas Cell #1 and 2 No liner were place today due to the embankment issues. Hallation were
extrusion welding the HDPE liner to the active area for the landing fill on the south end of this project. . Hallation
continued to conduct their own quality control( inspection and testing welds for sheer and peel) also they began
cutting the destructive sample at approx.. every 500 feet of welding. this sample size were the following 16" by 42"
long. Today we also found out that 3 Destructive sample didn't pass the quality assurance testing . Draper then
marked out the new location where the second samples would be taking ( ten feet on both side of failed area).
Draper Arden was on site to conduct QC for T and K construction . Draper collected sample and sent them to the lab
for testing.
Bateman were on site. Josh were shooting elevation for final grade for the lift station piping and on embankment as
needed today. Bateman also laid out the force main alignment it was determined to move the force main in to the
haul road area due to the several gas line conflicts..
.
Equipment :
3 Dozer ,4 Excavators 1 sheep foot roller, 2 rubber tire smooth drum roller, 2skid steer ,
Inspector's Daily
Report